1.1 Preface 2 1.2 Introduction 2 1.4 Proceedings ... - CIB … · 1.7 Participants per meeting 44 . ... CIB-W18 has also discussed general code questions and the development ... (CH)

CIB-W18 Timber Structures – A review of meetings 1-43 page 1

CIB-W18 Timber Structures – A review of meetings 1–43 Hans Jørgen Larsen Jørgen Munch-Andersen (ed.) Danish Timber Information 2011

1 INTRODUCTION CONTENT 1.1 Preface 2 1.2 Introduction 2 1.3 CIB-W18 and Eurocode 5 3 1.4 Proceedings and meetings 4 1.5 Technical papers by subject 6 1.6 Participants per country 32 1.7 Participants per meeting 44


1.1 Preface Eurocode 5 is largely based on papers which has been presented and dis-cussed at meetings in Working Commission W18 under the International Council for Building Research and Innovation, CIB. The work have been documented in Proceedings for each of the 43 meetings since 1973. The proceedings contain more than 1000 papers and are an invaluable collection of knowledge. It has, however, only practical value if researchers and those responsible for the further development of Eurocode 5 can identify the papers relevant for the subject they are study-ing. This publication contains the summary and conclusion of all CIB-W18 papers which are believed still to be of relevance, organized under more detailed headings than in the proceedings. Further is given essays which summarize the development within the major subjects. The work has been supported by the Danish Forest and Nature Agency through a grant to Danish Timber Information.

1.2 Introduction Eurocode 5 is largely based on papers which has been presented and dis-cussed at meetings in CIB-W18. The purpose of this publication is to document the basis for Eurocode 5 and to assist researchers and those responsible for the further development of Eurocode 5 to identify those of the 1000 CIB-W18 papers which are relevant for the subject they are studying. This is achieved by 1. Giving the summary and conclusion of all CIB-W18 papers which are

believed still to be of relevance, in electronic forrm so they are searchable and organized under more detailed headings than in the proceedings.

2. Giving essays which summarize the development within the major subjects of Eurocode 5. It is not aimed to mention all papers included, the essays focus on those that explain directly the present Eurocode provisions.

The publication consists of 5 parts. 1. Introduction

Historical review, list of content, index, lists of papers and partici-pants

2. Material properties Papers and essays on strength and stiffness of timber and wood-based materials

3. Structural members and components Papers and essays on the behaviour and load-carryring capacity of timber structures

4. Connections Papers and essays on properties of fasteners, connectors and glueded joints

5. Special Actions Papers on response to seismic actions and fire

CIB-W18 has also discussed general code questions and the development of safety codes. These are only mentioned when they are of special rele-vance for timber structures. Especially in the early days of CIB-W18, de-velopment of test standards and testing of materials were given high prior-ity. These topics are however here only treated cursorily.

1.3 CIB-W18 and Eurocode 5 History Working Commission CIB-W18 under the International Council for Build-ing Research and Innovation, CIB (originally: Conseil International dû Ba-timent) was established in 1959 as a study group on timber structures, but little was achieved until 1973, except for two International Conferences in 1961 and 1965. In 1973 the group was reorganised with John Sunley (Building Re-search Establishment, later TRADA, UK) as co-ordinator. The scope was defined as:

To study and highlight the major differences between the relevant na-tional design codes and suggest ways in which the future development of these codes and standards might take place in order to minimise or eliminate these differences.

John Sunley continued as co-ordinator for 17 meetings. In 1985 he was re-placed by Chris Stieda (Forintek, Canada) who continued until Hans Blass (University of Karlsruhe, Germany) took over in 1992. Members have been specialist from Europe, Australia, Canada, New Zealand, Japan, USA and a few African and South American countries. CIB-W18 has met at least once per year since 1973. Its latest meeting (No. 43) was held in New Zeeland in 2010. At the meeting papers have been presented and discussed. The papers and the discussion for each meeting have been documented in Proceed-ings. The proceedings – in excess of 20 000 pages containing more than 1000 papers – are an invaluable collection of knowledge. For some years CIB-W18 was split in two: CIB-W18A aimed at soft-woods and CIB-W18B aimed at tropical hardwood. The latter never at-tracted much attention and was abandoned after a few years.

Standing: K. Möhler (DE) Bill Curry (UK) Marius Johansen (DK) Ezra Levin (UK) Bent Norén (SE) George Stern (USA)

Philip Reece (UK) H. R. W. Kyhne (CH) Odd Brynildsen (NO) John Sunley (UK) Gerry Grainger (UK) Geoffrey Booth (UK) Jan Kuipers (NL)

Sitting: Hans Larsen (DK) De Freitas (Brazil)

Alan Mayo (UK), first secretary B. Hochart (France)

First meeting in the reorganized CIB-W18 held 20-21 March 1973, Building Research Establishment, Princes Risborough, England.



Development of Eurocode 5 A first rough draft for a European Timber Design Code was presented in 1976. Further drafts were discussed at regular meetings in CIB. A first version of CIB Structural Timber Design Code prepared by a Code drafting Committee consisting of W18 members and representatives of Confédération Européen des Industries du Bois (CEI-Bois), on the basis of comments from CIB-W18, ISO/TC165 and CEI-Bois was published by CIB in 1983. For a period of time the CIB Structural Timber Design Code was pub-lished in two versions, one aimed at Eurocode 5 and one aimed at a global code to be published by ISO/TC 165. The plans for a global version with supporting standards was, however, abandoned around 1985, and the work was concentrated on Eurocode 5 for timber structures. A prestandard (ENV) was published in 1988. The major part of Eurocode 5 was finally published in 2004 as EN 1995-1-1. By the end of 2010 the Eurocodes should be the compulsory basis for structural design in all European countries. Even this has not yet been ob-tained structural codes all European countries and many other countries has adopted major parts of the Eurocodes, including Eurocode 5.

1.4 Proceedings and meetings Each meeting is documented in a proceeding denoted by the consecutive number of the meeting. The proceedings contain – List of participants – Minutes – List of papers presented at the meeting – Current list of all CIB-W18 Papers – Technical papers presented at the meeting Technical papers presented to CIB-W18 are identified by a code with three numbers written like: Paper a-b-c, where: a: denotes the number of the meeting at which the paper was presented,

see list below b: denotes the number of the subject, see list below c: is a running number given to the papers in the order in which they ap-

pear Example: Paper 4-10-5 refers to paper no. 5 on subject 10 presented at the fourth meeting of CIB-W18. Meetings are numbered in chronological order: 1 Princes Risborough, England; March 1973 2 Copenhagen, Denmark; October 1973 3 Delft, Netherlands; June 1974 4 Paris, France; February 1975 5 Karlsruhe, Federal Republic of Germany; October 1975 6 Aalborg, Denmark; June 1976 7 Stockholm, Sweden; February/March 1977 8 Brussels, Belgium; October 1977 9 Perth, Scotland; June 1978 10 Vancouver, Canada; August 1978 11 Vienna, Austria; March 1979 12 Bordeaux, France; October 1979 13 Otaniemi, Finland; June 1980 14 Warsaw, Poland; May 1981


15 Karlsruhe, Federal Republic of Germany; June 1982 16 Lillehammer, Norway; May/June 1983 17 Rapperswil, Switzerland; May 1984 18 Belt Oren, Israel; June 1985 19 Florence, Italy; September 1986 20 Dublin, Ireland; September 1987 21 Parksville, Canada; September 1988 22 Berlin, German Democratic Republic; September 1989 23 Lisbon, Portugal; September 1990 24 Oxford, United Kingdom; September 1991 25 Åhus, Sweden; August 1992 26 Athens, USA; August 1993 27 Sydney, Australia; July 1994 28 Copenhagen, Denmark; April 1995 29 Bordeaux, France; August 1996 30 Vancouver, Canada; August 1997 31 Savonlinna, Finland; August 1998 32 Graz, Austria, August 1999 33 Delft, The Netherlands; August 2000 34 Venice, Italy; August 2001 35 Kyoto, Japan; September 2002 36 Colorado, USA; August 2003 37 Edinburgh, Scotland, August 2004 38 Karlsruhe, Germany, August 2005 39 Florence, Italy, August 2006 40 Bled, Slovenia, August 2007 41 St. Andrews, Canada, August 2008 42 Zurich, Switzerland, August 2009 43 Nelson, New Zealand, August 2011

The subjects are numbered as follows: 1 Limit State Design 2 Timber Columns 3 Symbols 4 Plywood 5 Strength/stress Grading 6 Stresses for Solid Timber 7 Timber Joints and Fasteners 8 Load Sharing 9 Duration of Load 10 Timber Beams 11 Environmental Conditions 12 Laminated Members 13 Panel products 14 Trussed Rafters 15 Structural Stability 16 Fire 17 Statistics and Data Analysis 18 Glued Joints 19 Fracture Mechanics 20 Serviceability 21 Test Methods 100 CIB Timber Code 101 Loading Codes 102 Structural Design Codes 103 International Standards Organisation 104 Joint Committee on Structural Safety 105 CIB Programme, Policy and Meetings 106 International Union of Forestry Research Organisations


1.5 Technical papers by subject This list is similar to the list of current papers in the proceedings of the 43ed meeting, except that papers belonging to subjects 3 and 101 to 106 are left out as they are not dealt with in this publication. 1 Limit state design 1-1-1 Limit State Design – H J Larsen 1-1-2 The Use of Partial Safety Factors in the New Norwegian Design

Code for Timber Structures – O Brynildsen 1-1-3 Swedish Code Revision Concerning Timber Structures – B Norén 1-1-4 Working Stresses Report to British Standards Institution Committee

BLCP/17/2 6-1-1 On the Application of the Uncertainty Theoretical Methods for the

Definition of the Fundamental Concepts of Structural Safety – K Skov and O Ditlevsen

11-1-1 Safety Design of Timber Structures – H J Larsen 18-1-1 Notes on the Development of a UK Limit States Design Code for

Timber – A R Fewell and C B Pierce 18-1-2 Eurocode 5, Timber Structures – H J Larsen 19-1-1 Duration of Load Effects and Reliability Based Design (Single

Member) – R O Foschi and Z C Yao 21-102-1 Research Activities Towards a New GDR Timber Design Code

Based on Limit States Design – W Rug and M Badstube 22-1-1 Reliability-Theoretical Investigation into Timber Components Pro-

posal for a Supplement of the Design Concept – M Badstube, W Rug and R Plessow

23-1-1 Some Remarks about the Safety of Timber Structures – J Kuipers 23-1-2 Reliability of Wood Structural Elements: A Probabilistic Method to

Eurocode 5 Calibration – F Rouger, N Lheritier, P Racher and M Fogli

31-1-1 A Limit States Design Approach to Timber Framed Walls – C J Mettem, R Bainbridge and J A Gordon

32-1-1 Determination of Partial Coefficients and Modification Factors – H J Larsen, S Svensson and S Thelandersson

32-1-2 Design by Testing of Structural Timber Components – V Enjily and L Whale

33-1-1 Aspects on Reliability Calibration of Safety Factors for Timber Structures – S Svensson and S Thelandersson

33-1-2 Sensitivity studies on the reliability of timber structures – A Ranta-Maunus, M Fonselius, J Kurkela and T Toratti

41-1-1 On the Role of Stiffness Properties for Ultimate Limit State Design of Slender Columns) – Köhler, A Frangi, R Steiger

2 Columns 2-2-1 The Design of Solid Timber Columns – H J Larsen 3-2-1 The Design of Built-Up Timber Columns – H J Larsen 4-2-1 Tests with Centrally Loaded Timber Columns – H J Larsen and S S

Pedersen 4-2-2 Lateral-Torsional Buckling of Eccentrically Loaded Timber Col-

umns – B Johanson 5-9-1 Strength of a Wood Column in Combined Compression and Bend-

ing with Respect to Creep – B Källsner and B Norén 5-100-1 Design of Solid Timber Columns (First Draft) – H J Larsen 6-100-1 Comments on Document 5-100-1, Design of Solid Timber Columns

– H J Larsen and E Theilgaard 6-2-1 Lattice Columns – H J Larsen 6-2-2 A Mathematical Basis for Design Aids for Timber Columns – H J

Burgess 6-2-3 Comparison of Larsen and Perry Formulas for Solid Timber Col-

umns – H J Burgess 7-2-1 Lateral Bracing of Timber Struts – J A Simon 8-15-1 Laterally Loaded Timber Columns: Tests and Theory – H J Larsen 17-2-1 Model for Timber Strength under Axial Load and Moment – T Pou-

tanen 18-2-1 Column Design Methods for Timber Engineering – A H Buchanan,

K C Johns, B Madsen 19-2-1 Creep Buckling Strength of Timber Beams and Columns – R H

Leicester 19-12-2 Strength Model for Glulam Columns – H J Blass 20-2-1 Lateral Buckling Theory for Rectangular Section Deep Beam-

Columns – H J Burgess 20-2-2 Design of Timber Columns – H J Blass 21-2-1 Format for Buckling Strength – R H Leicester 21-2-2 Beam-Column Formulae for Design Codes – R H Leicester 21-15-1 Rectangular Section Deep Beam - Columns with Continuous Lateral

Restraint – H J Burgess


21-15-2 Buckling Modes and Permissible Axial Loads for Continuously Braced Columns – H J Burgess

21-15-3 Simple Approaches for Column Bracing Calculations – H J Burgess 21-15-4 Calculations for Discrete Column Restraints – H J Burgess 22-2-1 Buckling and Reliability Checking of Timber Columns – S Huang, P

M Yu and J Y Hong 22-2-2 Proposal for the Design of Compressed Timber Members by Adopt-

ing the Second-Order Stress Theory – P Kaiser 30-2-1 Beam-Column Formula for Specific Truss Applications – W Lau, F

Lam and J D Barrett 31-2-1 Deformation and Stability of Columns of Viscoelastic Material

Wood – P Becker and K Rautenstrauch 34-2-1 Long-Term Experiments with Columns: Results and Possible Con-

sequences on Column Design – W Moorkamp, W Schelling, P Becker, K Rautenstrauch

34-2-2 Proposal for Compressive Member Design Based on Long-Term Simulation Studies – P Becker, K Rautenstrauch

35-2-1 Computer Simulations on the Reliability of Timber Columns Re-garding Hygrothermal Effects – R Hartnack, K U Schober, K Rau-tenstrauch

36-2-1 The Reliability of Timber Columns Based on Stochastical Principles – K Rautenstrauch, R Hartnack

38-2-1 Long-term Load Bearing of Wooden Columns Influenced by Cli-mate – View on Code – R Hartnack, K Rautenstrauch

4 Plywood 2-4-1 The Presentation of Structural Design Data for Plywood – L G

Booth 3-4-1 Standard Methods of Testing for the Determination of Mechanical

Properties of Plywood – J Kuipers 3-4-2 Bending Strength and Stiffness of Multiple Species Plywood – C K

A Stieda 4-4-4 Standard Methods of Testing for the Determination of Mechanical

Properties of Plywood – Council of Forest Industries, B.C. 5-4-1 The Determination of Design Stresses for Plywood in the Revision

of CP 112 – L G Booth 5-4-2 Veneer Plywood for Construction - Quality Specifications - ISO/TC

139. Plywood, Working Group 6

6-4-1 The Determination of the Mechanical Properties of Plywood Con-taining Defects – L G Booth

6-4-2 Comparsion of the Size and Type of Specimen and Type of Test on Plywood Bending Strength and Stiffness – C R Wilson and P Eng

6-4-3 Buckling Strength of Plywood: Results of Tests and Recommenda-tions for Calculations – J Kuipers and H Ploos van Amstel

7-4-1 Methods of Test for the Determination of Mechanical Properties of Plywood – L G Booth, J Kuipers, B Norén, C R Wilson

7-4-2 Comments Received on Paper 7-4-1 7-4-3 The Effect of Rate of Testing Speed on the Ultimate Tensile Stress

of Plywood - C R Wilson and A V Parasin 7-4-4 Comparison of the Effect of Specimen Size on the Flexural Proper-

ties of Plywood Using the Pure Moment Test – C R Wilson and A V Parasin

8-4-1 Sampling Plywood and the Evaluation of Test Results – B Nor6n 9-4-1 Shear and Torsional Rigidity of Plywood – H J Larsen 9-4-2 The Evaluation of Test Data on the Strength Properties of Plywood

– L G Booth 9-4-3 The Sampling of Plywood and the Derivation of Strength Values

(Second Draft) – B Norén 9-4-4 On the Use of the CIB/RILEM Plywood Plate Twisting Test: a pro-

gress report – L G Booth 10-4-1 Buckling Strength of Plywood – J Dekker, J Kuipers and H Ploos

van Amstel 11-4-1 Analysis of Plywood Stressed Skin Panels with Rigid or Semi-Rigid

Connections – I Smith 11-4-2 A Comparison of Plywood Modulus of Rigidity Determined by the

ASTM and RILEM CIB/3-TT Test Methods – C R Wilson and A V Parasin

11-4-3 Sampling of Plywood for Testing Strength – B Norén 12-4-1 Procedures for Analysis of Plywood Test Data and Determination of

Characteristic Values Suitable for Code Presentation – C R Wilson 14-4-1 An Introduction to Performance Standards for Wood-base Panel

Products – D H Brown 14-4-2 Proposal for Presenting Data on the Properties of Structural Panels –

T Schmidt 16-4-1 Planar Shear Capacity of Plywood in Bending – C K A Stieda 17-4-1 Determination of Panel Shear Strength and Panel Shear Modulus of

Beech-Plywood in Structural Sizes – J Ehlbeck and F Colling


17-4-2 Ultimate Strength of Plywood Webs – R H Leicester and L Pham 20-4-1 Considerations of Reliability-Based Design for Structural Composite

Products – M R O'Halloran, J A Johnson, E G Elias and T P Cun-ningham

21-4-1 Modelling for Prediction of Strength of Veneer Having Knots – Y Hirashima

22-4-1 Scientific Research into Plywood and Plywood Building Construc-tions the Results and Findings of which are Incorporated into Con-struction Standard Specifications of the USSR – I M Guskov

22-4-2 Evaluation of Characteristic values for Wood-Based Sheet Materials – E G Elias

24-4-1 APA Structural-Use Design Values: An Update to Panel Design Ca-pacities – A L Kuchar, E G Elias, B Yeh and M R O'Halloran

5 Stress grading 1-5-2 Specification for Timber Grades for Structural Use - British Stan-

dard BS 4978 4-5-1 Draft Proposal for an International Standard for Stress Grading Co-

niferous Sawn Softwood - ECE Timber Committee 16-5-1 Grading Errors in Practice – B Thunell 16-5-2 On the Effect of Measurement Errors when Grading Structural Tim-

ber – L Nordberg and B Thunell 19-5-1 Stress-Grading by ECE Standards of Italian-Grown Douglas-Fir

Dimension Lumber from Young Thinnings – L Uzielli 19-5-2 Structural Softwood from Afforestation Regions in Western Norway

– R Lackner 21-5-1 Non-Destructive Test by Frequency of Full Size Timber for Grading

– T Nakai 22-5-1 Fundamental Vibration Frequency as a Parameter for Grading Sawn

Timber – T Nakai, T Tanaka and H Nagao 24-5-1 Influence of Stress Grading System on Length Effect Factors for

Lumber Loaded in Compression – A Campos and I Smith 26-5-1 Structural Properties of French Grown Timber According to Various

Grading Methods – F Rouger, C De Lafond and A El Quadrani 28-5-1 Grading Methods for Structural Timber - Principles for Approval –

S Ohlsson 28-5-2 Relationship of Moduli of Elasticity in Tension and in Bending of

Solid Timber – N Burger and P Glos

29-5-1 The Effect of Edge Knots on the Strength of SPF MSR Lumber – T Courchene, F Lam and J D Barrett

29-5-2 Determination of Moment Configuration Factors using Grading Ma-chine Readings – T D G Canisius and T Isaksson

31-5-1 Influence of Varying Growth Characteristics on Stiffness Grading of Structural Timber – S Ormarsson, H Peterson, O Dahlblom and K Person

31-5-2 A Comparison of In-Grade Test Procedures – R H Leicester, H Breitinger and H Fordham

32-5-1 Actual Possibilities of the Machine Grading of Timber – K Früh-wald and A Bernasconi

32-5-2 Detection of Severe Timber Defects by Machine Grading - A Ber-nasconi, L Boström and B Schacht

34-5-1 Influence of Proof Loading on the Reliability of Members – F Lam, S Abayakoon, S Svensson, C Gyamfi

36-5-1 Settings for Strength Grading Machines – Evaluation of the Proce-dure according to prEN 14081, part 2 – C Bengtson, M Fonselius

36-5-2 A Probabilistic Approach to Cost Optimal Timber Grading – J Köhler, M H Faber

36-7-11 Reliability of Timber Structures, Theory and Dowel-Type Connec-tion Failures – A Ranta-Maunus, A Kevarinmäki

38-5-1 Are Wind-Induced Compression Failures Grading Relevant – M Ar-nold, R Steiger

39-5-1 A Discussion on the Control of Grading Machine Settings – Current Approach, Potential and Outlook – J Köhler, R Steiger

39-5-2 Tensile Proof Loading to Assure Quality of Finger-Jointed Struc-tural timber – R Katzengruber, G Jeitler, G Schickhofer

40-5-1 Development of Grading Rules for Re-Cycled Timber Used in Structural Applications – K Crews

40-5-2 The Efficient Control of Grading Machine Settings – M Sandomeer, J Köhler, P Linsenmann

41-5-1 Probabilistic Output Control for Structural Timber - Fundamental Model Approach – M K Sandomeer, J Köhler, M H Faber

42-5-1 Machine Strength Grading – A New Method for Derivation of Set-tings – R Ziethén, C Bengtsson

43-5-1 Quality Control Methods - Application to Acceptance Criteria for a Batch of Timber - F Rouger

43-5-2 Influence of Origin and Grading Principles on the Engineering Prop-erties of European Timber - P Stapel, J W v. d. Kuilen, A Rais


6 Stresses for solid timber 4-6-1 Derivation of Grade Stresses for Timber in the UK – W T Curry 5-6-1 Standard Methods of Test for Determining some Physical and Me-

chanical Properties of Timber in Structural Sizes – W T Curry 5-6-2 The Description of Timber Strength Data – J R Tory 5-6-3 Stresses for EC I and EC2 Stress Grades – J R Tory 6-6-1 Standard Methods of Test for the Determination of some Physical

and Mechanical Properties of Timber in Structural Sizes (third draft) – W T Curry

7-6-1 Strength and Long-term Behaviour of Lumber and Glued Laminated Timber under Torsion Loads – K Möhler

9-6-1 Classification of Structural Timber – H J Larsen 9-6-2 Code Rules for Tension Perpendicular to Grain – H J Larsen 9-6-3 Tension at an Angle to the Grain – K Möhler 9-6-4 Consideration of Combined Stresses for Lumber and Glued Lami-

nated Timber – K Möhler 11-6-1 Evaluation of Lumber Properties in the United States – W L Galli-

gan and J H Haskell 11-6-2 Stresses Perpendicular to Grain – K Möhler 11-6-3 Consideration of Combined Stresses for Lumber and Glued Lami-

nated Timber (addition to Paper CIB-Wl 8/9-6-4) – K Möhler 12-6-1 Strength Classifications for Timber Engineering Codes – R H

Leicester and W G Keating 12-6-2 Strength Classes for British Standard BS 5268 – J R Tory 13-6-1 Strength Classes for the C113 Code – J R Tory 13-6-2 Consideration of Size Effects and Longitudinal Shear Strength for

Uncracked Beams – R O Foschi and J D Barrett 13-6-3 Consideration of Shear Strength on End-Cracked Beams – J D Bar-

rett and R O Foschi 15-6-1 Characteristic Strength Values for the ECE Standard for Timber – J

G Sunley 16-6-1 Size Factors for Timber Bending and Tension Stresses – A R Fewell 16-6-2 Strength Classes for International Codes – A R Fewell and J G

Sunley 17-6-1 The Determination of Grade Stresses from Characteristic Stresses

for BS 5268: Part 2 – A R Fewell

17-6-2 The Determination of Softwood Strength Properties for Grades, Strength Classes and Laminated Timber for BS 5268: Part 2 – A R Fewell

18-6-1 Comment on Papers: 18-6-2 and 18-6-3 – R H Leicester 18-6-2 Configuration Factors for the Bending Strength of Timber – R H

Leicester 18-6-3 Notes on Sampling Factors for Characteristic Values – R H Leices-

ter 18-6-4 Size Effects in Timber Explained by a Modified Weakest Link The-

ory – B Madsen and A H Buchanan 18-6-5 Placement and Selection of Growth Defects in Test Specimens – H

Riberholt 18-6-6 Partial Safety-Coefficients for the Load-Carrying Capacity of Tim-

ber Structures – B Norén and J-O Nylander 19-6-1 Effect of Age and/or Load on Timber Strength – J Kuipers 19-6-2 Confidence in Estimates of Characteristic Values – R H Leicester 19-6-3 Fracture Toughness of Wood - Mode I – K Wright and M Fonselius 19-6-4 Fracture Toughness of Pine - Mode II – K Wright 19-6-5 Drying Stresses in Round Timber – A Ranta-Maunus 19-6-6 A Dynamic Method for Determining Elastic Properties of Wood – R

Görlacher 20-6-1 A Comparative Investigation of the Engineering Properties of

"Whitewoods" Imported to Israel from Various Origins – U Korin 20-6-2 Effects of Yield Class, Tree Section, Forest and Size on Strength of

Home Grown Sitka Spruce –V Picardo 20-6-3 Determination of Shear Strength and Strength Perpendicular to

Grain – H J Larsen 21-6-1 Draft Australian Standard: Methods for Evaluation of Strength and

Stiffness of Graded Timber – R H Leicester 21-6-2 The Determination of Characteristic Strength Values for Stress

Grades of Structural Timber. Part 1 – A R Fewell and P Glos 21-6-3 Shear Strength in Bending of Timber – U Korin 22-6-1 Size Effects and Property Relationships for Canadian 2-inch Dimen-

sion Lumber – J D Barrett and H Griffin 22-6-2 Moisture Content Adjustements for In-Grade Data – J D Barrett and

W Lau 22-6-3 A Discussion of Lumber Property Relationships in Eurocode 5 – D

W Green and D E Kretschmann


22-6-4 Effect of Wood Preservatives on the Strength Properties of Wood – F Ronai

23-6-1 Timber in Compression Perpendicular to Grain – U Korin 24-6-1 Discussion of the Failure Criterion for Combined Bending and

Compression –T ACM van der Put 24-6-3 Effect of Within Member Variability on Bending Strength of Struc-

tural Timber – I Czmoch, S Thelandersson and H J Larsen 24-6-4 Protection of Structural Timber Against Fungal Attack Require-

ments and Testing – K Jaworska, M Rylko and W Nozynski 24-6-5 Derivation of the Characteristic Bending Strength of Solid Timber

According to CENDocument prEN 384 – A J M Leijten 25-6-1 Moment Configuration Factors for Simple Beams –T D G Canisius 25-6-3 Bearing Capacity of Timber – U Korin 25-6-4 On Design Criteria for Tension Perpendicular to Grain – H Peters-

son 25-6-5 Size Effects in Visually Graded Softwood Structural Lumber – J D

Barrett, F Lam and W Lau 26-6-1 Discussion and Proposal of a General Failure Criterion for Wood –T

A C M van der Put 27-6-1 Development of the "Critical Bearing": Design Clause in CSA-086.1

– C Lum and E Karacabeyli 27-6-2 Size Effects in Timber: Novelty Never Ends – F Rouger and T

Fewell 27-6-3 Comparison of Full-Size Sugi (Cryptomeria japonica D.Don) Struc-

tural Performance in Bending of Round Timber, Two Surfaces Sawn Timber and Square Sawn Timber – T Nakai, H Nagao and T Tanaka

28-6-1 Shear Strength of Canadian Softwood Structural Lumber – F Lam, H Yee and J D Barrett

28-6-2 Shear Strength of Douglas Fir Timbers – B Madsen 28-6-3 On the Influence of the Loading Head Profiles on Determined Bend-

ing Strength – L Muszyfisky and R Szukala 28-6-4 Effect of Test Standard, Length and Load Configuration on Bending

Strength of Structural Timber – T Isaksson and S Thelandersson 28-6-5 Grading Machine Readings and their Use in the Calculation of Mo-

ment Configuration Factors – T Canisius, T Isaksson and S The-landersson

28-6-6 End Conditions for Tension Testing of Solid Timber Perpendicular to Grain – T Canisius

29-6-1 Effect of Size on Tensile Strength of Timber – N Burger and P Glos

29-6-2 Equivalence of In-Grade Testing Standards – R H Leicester, H 0 Breitinger and H F Fordham

30-6-1 Strength Relationships in Structural Timber Subjected to Bending and Tension – N Burger and P Glos

30-6-2 Characteristic Design Stresses in Tension for Radiata Pine Grown in Canterbury – A Tsehaye, J C F Walker and A H Buchanan

30-6-3 Timber as a Natural Composite: Explanation of Some Peculiarities in the Mechanical Behaviour – E Gehri

31-6-1 Length and Moment Configuration Factors – T Isaksson 31-6-2 Tensile Strength Perpendicular to Grain According to EN 1193 – H

J Blass and M Schmid 31-6-3 Strength of Small Diameter Round Timber – A Ranta-Maunus, U

Saarelainen and H Boren 31-6-4 Compression Strength Perpendicular to Grain of Structural Timber

and Glulam – L Damkilde, P Hoffmeyer and T N Pedersen 31-6-5 Bearing Strength of Timber Beams – R H Leicester, H Fordham and

H Breitinger 32-6-1 Development of High-Resistance Glued Robinia Products and an

Attempt to Assign Such Products to the European System of Strength Classes – G Schickhofer and B Obermayr

32-6-2 Length and Load Configuration Effects in the Code Format – T Isaksson

32-6-3 Length Effect on the Tensile Strength of Truss Chord Members – F Lam

32-6-4 Tensile Strength Perpendicular to Grain of Glued Laminated Timber – H J Blass and M Schmid

32-6-5 On the Reliability-based Strength Adjustment Factors for Timber Design – T D G Canisius

34-6-1 Material Strength Properties for Canadian Species Used in Japanese Post and Beam Construction – J D Barrett, F Lam, S Nakajima

35-6-1 Evaluation of Different Size Effect Models for Tension Perpendicu-lar to Grain Design – S Aicher, G Dill-Langer

35-6-2 Tensile Strength of Glulam Perpendicular to Grain – Effects of Moisture Gradients – J Jönsson, S Thelandersson

36-6-1 Characteristic Shear Strength Values Based on Tests According to EN 1193 – P Glos, J Denzler

37-6-1 Tensile Strength of Nordic Birch – K H Solli 37-6-2 Effect of Test Piece Orientation on Characteristic Bending Strength

of Structural Timber – P Glos, J K Denzler


37-6-3 Strength and Stiffness Behaviour of Beech Laminations for High Strength Glulam – P Glos, J K Denzler, P W Linsenmann

37-6-4 A Review of Existing Standards Related to Calculation of Character-istic Values of Timber – F Rouger

37-6-5 Influence of the Rolling-Shear Modulus on the Strength and Stiff-ness of Structural Bonded Timber Elements – P Fellmoser, H J Blass

38-6-1 Design Specifications for Notched Beams in AS: 1720 – R H Leicester

38-6-2 Characteristic Bending Strength of Beech Glulam – H J Blass, M Frese

38-6-3 Shear Strength of Glued Laminated Timber – H Klapp, H Brüning-hoff

39-6-1 Allocation of Central European hardwoods into EN 1912 – P Glos, J K Denzler

39-6-2 Revisiting EN 338 and EN 384 Basics and Procedures – R Steiger, M Arnold, M Fontana

40-6-1 Bearing Strength Perpendicular to the Grain of Locally Loaded Timber Blocks – A J M Leijten, J C M Schoenmakers

40-6-2 Experimental Study of Compression and Shear Strength of Spruce Timber – M Poussa, P Tukiainen, A Ranta-Maunus

40-6-3 Analysis of Tension and Bending strength of Graded Spruce Timber – A Hanhijdrvi, A Ranta-Maunus, H Sarkama, M Kohsaku, M Poussa, J Puttonen

41-6-1 Design of Inclined Glulam Members with an End Notch on the Ten-sion Face – A Asiz, I Smith

41-6-2 A New Design Approach for End-notched Beams - View on Code – K Rautenstrauch, B Franke, S Franke, K U Schober

41-6-3 The Design Rules in Eurocode 5 for Compression Perpendicular to the Grain – Continuous Supported Beams – H J Larsen, T A C M van der Put, A J M Leijten

41-6-4 Size Effects in Bending – J K Denzler, P Glos 42-6-1 Variability of European Spruce – A Ranta Maunus, J K Denzler 42-6-2 Impact Loaded Structural Timber Elements Made from Swiss

Grown Norway Spruce – R Widmann, R Steiger 42-2-3 Modelling the Bending Strength of Timber Components - J Köhler,

M Sandomeer, T Isaksson, B Källsner 43-6-1 The Bearing Strength of Timber Beams on Discrete Supports - A

Jorissen, B de Leijer, A Leijten

7 Timber joints and fasteners 1-7-1 Mechanical Fasteners and Fastenings in Timber Structures –E G

Stern 4-7-1 Proposal for a Basic Test Method for the Evaluation of Structural

Timber Joints with Mechanical Fasteners and Connectors – RILEM 3TT Committee

4-7-2 Test Methods for Wood Fasteners – K Möhler 5-7-1 Influence of Loading Procedure on Strength and Slip-Behaviour in

Testing Timber Joints – K Möhler 5-7-2 Recommendations for Testing Methods for Joints with Mechanical

Fasteners and Connectors in Load-Bearing Timber Structures – RILEM 3 TT Committee

5-7-3 CIB-Recommendations for the Evaluation of Results of Tests on Joints with Mechanical Fasteners and Connectors used in Load-Bearing Timber Structures -J Kuipers

6-7-1 Recommendations for Testing Methods for Joints with Mechanical Fasteners and Connectors in Load-Bearing Timber Structures (sev-enth draft) – RILEM 3 TT Committee

6-7-2 Proposal for Testing Integral Nail Plates as Timber Joints – K Möhler

6-7-3 Rules for Evaluation of Values of Strength and Deformation from Test Results -Mechanical Timber Joints – M Johansen, J Kuipers, B Norén

6-7-4 Comments to Rules for Testing Timber Joints and Derivation of Characteristic Values for Rigidity and Strength – B Norén

7-7-1 Testing of Integral Nail Plates as Timber Joints – K Möhler 7-7-2 Long Duration Tests on Timber Joints – J Kuipers 7-7-3 Tests with Mechanically Jointed Beams with a Varying Spacing of

Fasteners – K Möhler 7-100-1 CIB-Timber Code Chapter 5.3 Mechanical Fasteners; CIB-Timber

Standard 06 and 07 – H J Larsen 9-7-1 Design of Truss Plate Joints – F J Keenan 9-7-2 Staples – K Möhler 11-7-1 A Draft Proposal for International Standard: ISO Document ISO/TC

165N 38E 12-7-1 Load-Carrying Capacity and Deformation Characteristics of Nailed

Joints –J Ehlbeck 12-7-2 Design of Bolted Joints – H J Larsen 12-7-3 Design of Joints with Nail Plates – B Norén


13-7-1 Polish Standard BN-80/7159-04: Parts 00-01-02-03-04-05."Structures from Wood and Wood-based Materials. Methods of Test and Strength Criteria for Joints with Mechanical Fasteners"

13-7-2 Investigation of the Effect of Number of Nails in a Joint on its Load Carrying Ability – W Nozynski

13-7-3 International Acceptance of Manufacture, Marking and Control of Finger-jointed Structural Timber – B Norén

13-7-4 Design of Joints with Nail Plates - Calculation of Slip – B Norén 13-7-5 Design of Joints with Nail Plates - The Heel Joint – B Källsner 13-7-6 Nail Deflection Data for Design – H J Burgess 13-7-7 Test on Bolted Joints - P Vermeyden 13-7-8 Comments to paper CIB-W1 8/12-7-3 "Design of Joints with Nail

Plates" – B Norén 13-7-9 Strength of Finger Joints – H J Larsen 13-100-4 CIB Structural Timber Design Code. Proposal for Section 6.1.5 Nail

Plates – N I Bovim 14-7-1 Design of Joints with Nail Plates (second edition) – B Norén 14-7-2 Method of Testing Nails in Wood (second draft, August 1980) – B

Norén 14-7-3 Load-Slip Relationship of Nailed Joints – J Ehlbeck and H J Larsen 14-7-4 Wood Failure in Joints with Nail Plates – B Norén 14-7-5 The Effect of Support Eccentricity on the Design of W- and WW-

Trussed with Nail Plate Connectors – B Källsner 14-7-6 Derivation of the Allowable Load in Case of Nail Plate Joints Per-

pendicular to Grain – K Möhler 14-7-7 Comments on CIB-W 18/14-7-1 – T A C M van der Put 15-7-1 Final Recommendation TT-1 A. Testing Methods for Joints with

Mechanical Fasteners in Load-Bearing Timber Structures. Annex A Punched Metal Plate Fasteners - Joint Committee RILEM/CIB-3TT

16-7-1 Load Carrying Capacity of Dowels – E Gehri 16-7-2 Bolted Timber Joints: A Literature Survey – N Harding 16-7-3 Bolted Timber Joints: Practical Aspects of Construction and Design;

a Survey – N Harding 16-7-4 Bolted Timber Joints: Draft Experimental Work Plan – Building Re-

search Association of New Zealand 17-7-1 Mechanical Properties of Nails and their Influence on Mechanical

Properties of Nailed Timber Joints Subjected to Lateral Loads – I Smith, L R J Whale, C Anderson and L Held

17-7-2 Notes on the Effective Number of Dowels and Nails in Timber Joints – G Steck

18-7-1 Model Specification for Driven Fasteners for Assembly of Pallets and Related Structures – E G Stern and W B Wallin

18-7-2 The Influence of the Orientation of Mechanical Joints on their Me-chanical Properties – I Smith and L R J Whale

18-7-3 Influence of Number of Rows of Fasteners or Connectors upon the Ultimate Capacity of Axially Loaded Timber Joints – I Smith and G Steck

18-7-4 A Detailed Testing Method for Nailplate Joints – J Kangas 18-7-5 Principles for Design Values of Nailplates in Finland – J Kangas 18-7-6 The Strength of Nailplates – N I Bovim and E Aasheim 19-7-1 Behaviour of Nailed and Bolted Joints under Short-Term Lateral

Load - Conclusions from Some Recent Research – L R J Whale, I Smith and B O Hilson

19-7-2 Glued Bolts in Glulam – H Riberholt 19-7-3 Effectiveness of Multiple Fastener Joints According to National

Codes and Eurocode 5 (Draft) – G Steck 19-7-4 The Prediction of the Long-Term Load Carrying Capacity of Joints

in Wood Structures – Y M Ivanov and Y Y Slavic 19-7-5 Slip in Joints under Long-Term Loading – T Feldborg and M

Johansen 19-7-6 The Derivation of Design Clauses for Nailed and Bolted Joints in

Eurocode 5 – L R J Whale and I Smith 19-7-7 Design of Joints with Nail Plates - Principles – B Norén 19-7-8 Shear Tests for Nail Plates – B Norén 19-7-9 Advances in Technology of Joints for Laminated Timber – Analyses

of the Structural Behaviour - M Piazza and G Turrini 19-15-1 Connections Deformability in Timber Structures: A Theoretical

Evaluation of its Influence on Seismic Effects – A Ceccotti and A Vignoli

20-7-1 Design of Nailed and Bolted Joints-Proposals for the Revision of Existing Formulae in Draft Eurocode 5 and the CIB Code – L R J Whale, I Smith and H J Larsen

20-7-2 Slip in Joints under Long Term Loading – T Feldborg and M Johansen

20-7-3 Ultimate Properties of Bolted Joints in Glued-Laminated Timber – M Yasumura, T Murota and H Sakai


20-7-4 Modelling the Load-Deformation Behaviour of Connections with Pin-Type Fasteners under Combined Moment, Thrust and Shear Forces – I Smith

21-7-1 Nails under Long-Term Withdrawal Loading – T Feldborg and M Johansen

21-7-2 Glued Bolts in Glulam-Proposals for CIB Code – H Riberholt 21-7-3 Nail Plate Joint Behaviour under Shear Loading – T Poutanen 21-7-4 Design of Joints with Laterally Loaded Dowels. Proposals for Im-

proving the Design Rules in the CIB Code and the Draft Eurocode 5 – J Ehlbeck and H Werner

21-7-5 Axially Loaded Nails: Proposals for a Supplement to the CIB Code – J Ehlbeck and W Siebert

22-7-1 End Grain Connections with Laterally Loaded Steel Bolts A draft proposal for design rules in the CIB Code – J Ehlbeck and M Gerold

22-7-2 Determination of Perpendicular-to-Grain Tensile Stresses in Joints with Dowel-Type Fasteners - A draft proposal for design rules – J Ehlbeck, R Görlacher and H Werner

22-7-3 Design of Double-Shear Joints with Non-Metallic Dowels A pro-posal for a supplement of the design concept – J Ehlbeck and 0 Eberhart

22-7-4 The Effect of Load on Strength of Timber Joints at high Working Load Level – A J M Leijten

22-7-5 Plasticity Requirements for Portal Frame Corners – R Gunnewijk and A J M Leijten

22-7-6 Background Information on Design of Glulam Rivet Connections in CSA/CAN3-086. I - M89 - A proposal for a supplement of the de-sign concept – E Karacabeyli and D P Janssens

22-7-7 Mechanical Properties of Joints in Glued-Laminated Beams under Reversed Cyclic Loading – M Yasumura

22-7-8 Strength of Glued Lap Timber Joints – P Glos and H Horstmann 22-7-9 Toothed Rings Type Bistyp 075 at the Joints of Fir Wood – J Kerste 22-7-10 Calculation of Joints and Fastenings as Compared with the Interna-

tional State – K Zimmer and K Lissner 22-7-11 Joints on Glued-in Steel Bars Present Relatively New and Progres-

sive Solution in Terms of Timber Structure Design – G N Zubarev, F A Boitemirov and V M Golovina

22-7-12 The Development of Design Codes for Timber Structures made of Composite Bars with Plate Joints based on Cyclindrical Nails – Y V Piskunov

22-7-13 Designing of Glued Wood Structures Joints on Glued-in Bars – S B Turkovsky

23-7-1 Proposal for a Design Code for Nail Plates – E Aasheim and K H Solli

23-7-2 Load Distribution in Nailed Joints – H J Blass 24-7-1 Theoretical and Experimental Tension and Shear Capacity of Nail

Plate Connections – B Källsner and J Kangas 24-7-2 Testing Method and Determination of Basic Working Loads for

Timber Joints with Mechanical Fasteners – Y Hirashima and F Kamiya

24-7-3 Anchorage Capacity of Nail Plate - J Kangas 25-7-2 Softwood and Hardwood Embedding Strength for Dowel type Fas-

teners -J Ehlbeck and H Werner 25-7-4 A Guide for Application of Quality Indexes for Driven Fasteners

Used in Connections in Wood Structures – E G Stem 25-7-5 35 Years of Experience with Certain Types of Connectors and Con-

nector Plates Used for the Assembly of Wood Structures and their Components – E G Stern

25-7-6 Characteristic Strength of Split-ring and Shear-plate Connections – H J Blass, J Ehlbeck and M Schlager

25-7-7 Characteristic Strength of Tooth-plate Connector Joints – H J Blass, J Ehlbeck and M Schlager

25-7-8 Extending Yield Theory to Screw Connections – T E McLain 25-7-9 Determination of kdef for Nailed Joints – J W G van de Kuilen 25-7-10 Characteristic Strength of UK Timber Connectors – A V Page and C

J Mettem 25-7-11 Multiple-fastener Dowel-type Joints, a Selected Review of Research

and Codes – C J Mettem and A V Page 25-7-12 Load Distributions in Multiple-fastener Bolted Joints in European

Whitewood Glulam, with Steel Side Plates – C J Mettem and A V Page

26-7-1 Proposed Test Method for Dynamic Properties of Connections As-sembled with Mechanical Fasteners –J D Dolan

26-7-2 Validatory Tests and Proposed Design Formulae for the Load-Carrying Capacity of Connectored Joints – C J Mettem, A V Page and G Davis

26-7-3 Definitions of Terms and Multi-Language Terminology Pertaining to Metal Connector Plates – E G Stern

26-7-4 Design of Joints Based on in V-Shape Glued-in Rods – J Kangas


26-7-5 Tests on Timber Concrete Composite Structural Elements (TCCs) – A U Meierhofer

27-7-1 Glulam Arch Bridge and Design of it's Moment-Resisting Joints – K Komatsu and S Usuku

27-7-2 Characteristic Load - Carrying Capacity of Joints with Dowel –type Fasteners in Regard to the System Properties – H Werner

27-7-3 Steel Failure Design in Truss Plate Joints – T Poutanen 28-7-1 Expanded Tube Joint in Locally DP Reinforced Timber – A J M

Leijten, P Ragupathy and K S Virdi 28-7-2 A Strength and Stiffness Model for the Expanded Tube Joint – A J

M Leijten 28-7-3 Load-carrying Capacity of Steel-to Timber Joints with Annular Ring

Sharked Nails. A Comparison with the EC5 Design Method – R Görlachcr

28-7-4 Dynamic Effects on Metal-Plate Connected Wood Truss Joints – S Kent, R Gupta and T Miller

28-7-5 Failure of the Timber Bolted Joints Subjected to Lateral Load Per-pendicular to Grain – M Yasumura and L Daudeville

28-7-6 Design Procedure for Locally Reinforced Joints with Dowel-type Fasteners – H Werner

28-7-7 Variability and Effects of Moisture Content on the Withdrawal Characteristics for Lumber as Opposed to Clear Wood – J D Dolan and J W Stelmokas

28-7-8 Nail Plate Capacity in Joint Line – A Kevarinmäki and J Kangas 28-7-9 Axial Strength of Glued-In Bolts – Calculation Model Based on

Non-Linear Fracture Mechanics - A Preliminary Study – C J Johans-son, E Serrano, P J Gustafsson and B Enquist

28-7-10 Cyclic Lateral Dowel Connection Tests for seismic and Wind Evaluation – J D Dolan

29-7-1 A Simple Method for Lateral Load-Carrying Capacity of Dowel-Type Fasteners – J Kangas and J Kurkela

29-7-2 Nail Plate Joint Behaviour at Low Versus High Load Level – T Pou-tanen

29-7-3 The Moment Resistance of Tee and Butt - Joint Nail Plate Test Specimens – A Comparison with Current Design Methods – A Ref-fold, L R J Whale and B S Choo

29-7-4 A Critical Review of the Moment Rotation Test Method Proposed in prEN 1075 – M Bettison, B S Choo and L R J Whale

29-7-5 Explanation of the Translation and Rotation Behaviour of Prestressed Moment Timber Joints – A J M Leijten

29-7-6 Design of Joints and Frame Corners using Dowel-Type Fasteners – E Gehri

29-7-7 Quasi-Static Reversed-Cyclic Testing of Nailed Joints – E Karaca-beyli and A Ceccotti

29-7-8 Failure of Bolted Joints Loaded Parallel to the Grain: Experiment and Simulation – L Davenne, L Daudeville and M Yasumura

30-7-1 Flexural Behaviour of GLT Beams End-Jointed by Glued-in Hard-wood Dowels –K Komatsu, A Koizumi, J Jensen, T Sasaki and Y Ii-jima

30-7-2 Modelling of the Block Tearing Failure in Nailed Steel-to-Timber Joints – J Kangas, K Aalto and A Kevarinmäki

30-7-3 Cyclic Testing of Joints with Dowels and Slotted-in Steel Plates – E Aasheim

30-7-4 A Steel-to-Timber Dowelled Joint of High Performance in Combi-nation with a High Strength Wood Composite (Parallam) – E Gehri

30-7-5 Multiple Fastener Timber Connections with Dowel Type Fasteners – A Jorissen

30-7-6 Influence of Ductility on Load-Carrying Capacity of Joints with Dowel-Type Fasteners – A Mischler

31-7-1 Mechanical Properties of Dowel Type Joints under Reversed Cyclic Lateral Loading – M Yasumura

31-7-2 Design of Joints with Laterally Loaded Dowels - A Mischler 31-7-3 Flexural Behaviour of Glulam Beams Edge-Jointed by Lagscrews

with Steel Splice Plates - K Komatsu 31-7-4 Design on Timber Capacity in Nailed Steel-to-Timber Joints – J

Kangas and J Vesa 31-7-5 Timber Contact in Chord Splices of Nail Plate Structures – A

Kevarinmäki 31-7-6 The Fastener Yield Strength in Bending – A Jorissen and H J Blass 31-7-7 A Proposal for Simplification of Johansen's Formulae, Dealing With

the Design of Dowelled-Type Fasteners – F Rouger 31-7-8 Simplified Design of Connections with Dowel-type fasteners –H J

Blass and J Ehlbeck 32-7-1 Behaviour of Wood-Steel-Wood Bolted Glulam Connections – M

Mohammad and J H P Quenneville 32-7-2 A new set of experimental tests on beams loaded perpendicular-to-

grain by dowel-type joints – M Ballerina


32-7-3 Design and Analysis of Bolted Timber Joints under Lateral Force Perpendicular to Grain – M Yasumura and L Daudeville

32-7-4 Predicting Capacities of Joints with Laterally Loaded Nails – I Smith and P Quenneville

32-7-5 Strength Reduction Rules for Multiple Fastener Joints – A Mischler and E Gehri

32-7-6 The Stiffness of Multiple Bolted Connections – A Jorissen 32-7-7 Concentric Loading Tests on Girder Truss Components – T N Rey-

nolds, A Reffold, V Enjily and L Whale 32-7-8 Dowel Type Connections with Slotted-In Steel Plates – M U Peder-

sen, C O Clorius, L Damkilde, P Hoffmeyer and L Esklidsen 32-7-9 Creep of Nail Plate Reinforced Bolt Joints – J Vesa and A Kevarin-

mäki 32-7-10 The Behaviour of Timber Joints with Ring Connectors – E Gehri

and A Mischler 32-7-11 Non-Metallic, Adhesiveless Joints for Timber Structures – R D

Drake, M P Ansell, C J Mettem and R Bainbridge 32-7-12 Effect of Spacing and Edge Distance on the Axial Strength of

Glued-in Rods – H J Blass and B Laskewitz 32-7-13 Evaluation of Material Combinations for Bonded in Rods to

Achieve Improved Timber Connections – C J Mettem, R J Bainbridge, K Harvey, M P Ansell, J

G Broughton and A R Hutchinson 33-7-1 Determination of Yield Strength and Ultimate Strength of Dowel-

Type Timber Joints – M Yasumura and K Sawata 33-7-2 Lateral Shear Capacity of Nailed Joints – U Korin 33-7-3 Height-Adjustable Connector for Composite Beams – Y V Piskunov

and E G Stern 33-7-4 Engineering Ductility Assessment for a Nailed Slotted-In Steel Con-

nection in Glulam – L Stehn and H Johansson 33-7-5 Effective Bending Capacity of Dowel-Type Fasteners – H J Blass, A

Bienhaus and V Kramer 33-7-6 Load-Carrying Capacity of Joints with Dowel-Type Fasteners and

Interlayers – H J Blass and B Laskewitz 33-7-7 Evaluation of Perpendicular to Grain Failure of Beams caused by

Concentrated Loads of Joints – A J M Leijten and T A C M van der Put

33-7-8 Test Methods for Glued-In Rods for Timber Structures –C Bengtsson and C J Johansson

33-7-9 Stiffness Analysis of Nail Plates – P Ellegaard 33-7-10 Capacity, Fire Resistance and Gluing Pattern of the Rods in V-

Connections – J Kangas 33-7-11 Bonded-In Pultrusions for Moment-Resisting Timber Connections –

K Harvey, M P Ansell, C J Mettem, R J Bainbridge and N Alexan-dre

33-7-12 Fatigue Performance of Bonded-In Rods in Glulam, Using Three Adhesive Types – R J Bainbridge, K Harvey, C J Mettem and M P Ansell

34-7-1 Splitting Strength of Beams Loaded by Connections Perpendicular to Grain, Model Validation – A J M Leijten, A Jorissen

34-7-2 Numerical LEFM analyses for the evaluation of failure loads of beams loaded perpendicular-to-grain by single-dowel connections – M Ballerina, R Bezzi

34-7-3 Dowel joints loaded perpendicular to grain – H J Larsen, P J Gustafsson

34-7-4 Quality Control of Connections based on in V-shape glued-in Steel Rods – J Kangas, A Kevarinmäki

34-7-5 Testing Connector Types for Laminated-Timber-Concrete Compos-ite Elements – M Grosse, S Lehmann, K Rautenstrauch

34-7-6 Behaviour of Axially Loaded Glued-in Rods – Requirements and Resistance, Especially for Spruce Timber Perpendicular to the Grain Direction – A Bernas-coni

34-7-7 Embedding characteristics on fibre reinforcement and densified tim-ber joints – P Haller, J Wehsener, T Birk

34-7-8 GIROD – Glued-in Rods for Timber Structures – C Bengtson, C-J Johanson

34-7-9 Criteria for Damage and Failure of Dowel-Type Joints Subjected to Force Perpendicular to the Grain – M Yasumura

34-7-10 Interaction between Splitting and Block Shear Failure of Joints – A J M Leijten, A Jorissen, J Kuipers

34-7-11 Limit states design of dowel-fastener joints – Placement of modifi-cation factors and partial factors, and calculation of variability in re-sistance – I Smith, G Foliente

34-7-12 Design and Modelling of Knee Joints – J Nielsen, P Ellegaard. 34-7-13 Timber-Steel Shot Fired Nail Connections at Ultimate Limit States –

R J Bainbridge, P Larsen, C J Mettem, P Alam, M P Ansell


35-7-1 New Estimating Method of Bolted Cross-lapped Joints with Timber Side Members – M Noguchi, K Komatsu

35-7-2 Analysis on Multiple Lag Screwed Timber Joints with Timber Side Members – K Komatsu, S Takino, M Nakatani, H Tateishi

35-7-3 Joints with Inclined Screws – A Kevaririmäki 35-7-4 Joints with Inclined Screws – I Bejtka, H J Blass 35-7-5 Effect of distances, Spacing and Number of Dowels in a Row an the

Load Carrying Capacity of Connections with Dowels failing by Splitting – M Schmid, R Frasson, H J Blass

35-7-6 Effect of Row Spacing on the Capacity of Bolted Timber Connec-tions Loaded Perpendicular-to-grain – P Quenneville, M Kasim

35-7-7 Splitting Strength of Beams Loaded by Connections, Model Com-parison – A J M Leijten

35-7-8 Load-Carrying Capacity of Perpendicular to the Grain Loaded Tim-ber Joints with Multiple Fasteners – O Borth, K U Schober, K Rau-tenstrauch

35-7-9 Determination of fracture parameter for dowel-type joints loaded perpendicular to wooden grain and its application – M Yasumura.

35-7-10 Analysis and Design of Modified Attic Trusses with Punched Metal Plate Fasteners – P Ellegaard

35-7-11 Joint Properties of Plybamboo Sheets in Prefabricated Housing – G E Gonzalez

35-7-12 Fiber-Reinforced Beam-to-Column Connections for Seismic Appli-cations – B Kasal, A Heiduschke, P Haller

36-7-1 Shear Tests in Timber-LWAC with Screw-Type Connections – L Jorge, H Cruz, S Lopes

36-7-2 Plug Shear Failure in Nailed Timber Connections: Experimental Studies – H Johnson

36-7-3 Nail-Laminated Timber Elements in Natural Surface-Composite with Mineral Bound Layer – S Lehmann, K Rautenstrauch

36-7-4 Mechanical Properties of Timber-Concrete Joints Made With Steel Dowels – A Dias, J W G van de Kuilen, H Cruz

36-7-5 Comparison of Hysteresis Responses of Different Sheating to Fram-ing Joints – B Dujic, R Zarnié

36-7-6 Evaluation and Estimation of the Perfoiniance of the Nail Joints and Shear Walls under Dry/Humid Cyclic Climate – S Nakajima

36-7-7 Beams Transversally Loaded by Dowel-Type Joints: Influence on Splitting Strength of Beam Thickness and Dowel Size – M Balle-rina, A Giovanella

36-7-8 Splitting Strength of Beams Loaded by Connections – J L Jensen 36-7-9 A Tensile Fracture Model for Joints with Rods or Dowels loaded

Perpendicular-to-Grain – J L Jensen, P J Gustafson, H J Larsen 36-7-10 A Numerical Model to Simulate the Load-Displacement Time-

History of Mutiple-Bolt Connections Subjected to Various Loadings – C P Heine, J D Dolan

36-7-11 Reliability of Timber Structures, Theory and Dowel-Type Connec-tion Failures – A Ranta-Maunus, A Kevarinmäki

37-7-1 Development of the "Displaced Volume Model" to Predict Failure for Multiple-Bolt Timber Joints – D M Carradine, J D Dolan, C P Heine

37-7-2 Mechanical Models of the Knee Joints with Cross-Lapped Glued Joints and Glued in Steel Rods – M Noguchi, K Komatsu

37-7-3 Simplification of the Neural Network Model for Predicting the Load-Carrying Capacity of Dowel-Type Connections – A Cointe, F Rouger

37-7-4 Bolted Wood Connections Loaded Perpendicular-to-Grain – A Pro-posed Design Approach M C G Lehoux, J H P Quenneville

37-7-5 A New Prediction Formula for the Splitting Strength of Beams Loaded by Dowel Type Connections – M Ballerina

37-7-6 Plug Shear Failure: The Tensile Failure Mode and the Effect of Spacing – H Johnsson

37-7-7 Block Shear Failure Test with Dowel-Type Connection in Diagonal LVL Structure – M Kafiri

37-7-8 Glued-in Steel Rods: A Design Approach for Axially Loaded Single Rods Set Parallel to the Grain – R Steiger, E Gehri, R Widmann

37-7-9 Glued in Rods in Load Bearing Timber Structures - Status regarding European Standards for Test Procedures – B Källander

37-7-10 French Data Concerning Glued-in Rods – C Faye, L Le Magorou, P Morlier, J Surleau

37-7-11 Enhancement of Dowel-Type Fasteners by Glued Connectors – C O Clorius, A Højman

37-7-12 Review of Probability Data for Timber Connections with Dowel-Type Fasteners – A J M Leijten, J Köhler, A Jorissen

37-7-13 Behaviour of Fasteners and Glued-in Rods Produced From Stainless Steel – A Kevarinmäki

37-7-14 Dowel joints in Engineered Wood Products: Assessment of Simple Fracture Mechanics Models – M Snow, I Smith, A Asiz


37-7-15 Numerical Modelling of Timber and Connection Elements Used in Timber-ConcreteComposite Constructions – M Grosse, K Rauten-strauch

38-7-1 A Numerical Investigation on the Splitting Strength of Beams Loaded Perpendicular-tograin by Multiple-dowel Connections – M Ballerina, M Rizzi

38-7-2 A Probabilistic Framework for the Reliability Assessment of Con-nections with Dowel Type Fasteners – J Köhler

38-7-3 Load Carrying Capacity of Curved Glulam Beams Reinforced with self-tapping Screws– J Jönsson, S Thelandersson

38-7-4 Self-tapping Screws as Reinforcements in Connections with Dowel-Type Fasteners – I Bejtka, H J Blass

38-7-5 The Yield Capacity of Dowel Type Fasteners – A Jorissen, A Lei-jten

38-7-6 Nails in Spruce - Splitting Sensitivity, End Grain Joints and With-drawal Strength – A Kevarinmäki

38-7-7 Design of Timber Connections with Slotted-in Steel Plates and Small Diameter Steel Tube Fasteners – B Murty, I Smith, A Asiz

39-7-1 Effective in-row Capacity of Multiple-Fastener Connections – P Quenneville, M Bickerdike

39-7-2 Self-tapping Screws as Reinforcements in Beam Supports – I Bejtka, H J Blass

39-7-3 Connectors for Timber-concrete Composite-Bridges – A Döhrer, K Rautenstrauch

39-7-4 Block Shear Failure at Dowelled Double Shear Steel-to-timber Con-nections – A Hanhijärvi, A Kevarinmäki, R Yli-Koski

39-7-5 Load Carrying Capacity of Joints with Dowel Type Fasteners in Solid Wood Panels – T Uibel, H J Blass

39-7-6 Generalised Canadian Approach for Design of Connections with Dowel Fasteners – P Quenneville, I Smith, A Asiz, M Snow, Y H Chui

40-7-1 Predicting the Strength of Bolted Timber Connections Subjected to Fire – M Fragiacomo, A Buchanan, D Carshalton, P Moss, C Aus-truy

40-7-2 Edge Joints with Dowel Type Fasteners in Cross Laminated Timber – H J Blass, T Uibel

40-7-3 Design Method against Timber Failure Mechanisms of Dowelled Steel-to-Timber Connections – A Hanhijärvi, A Kevarinmäki

40-7-4 A EYM Based Simplified Design Formula for the Load-carrying Capacity of Dowel-type Connections – M Ballerina

40-7-5 Evaluation of the Slip Modulus for Ultimate Limit State Verifica-tions of Timber-Concrete Composite Structures – E Lukaszewska, M Fragiacomo, A Frangi

40-7-6 Models for the Predictions of the Ductile and Brittle Failure Modes (Parallel-to-Grain) of Timber Rivet Connections – M Marjerrison, P Quenneville

40-7-7 Creep of Timber and Timber-Concrete Joints. – J W G van de Kuilen, A M P G Dias

40-7-8 Lag Screwed Timber Joints with Timber Side Members -– K Koma-tsu, S Takino, H Tateishi

41-7-1 Applicability of Existing Design Approaches to Mechanical Joints in Structural Composite Lumber – M Snow, I Smith, A Asiz, M Balle-rina

41-7-2 Validation of the Canadian Bolted Connection Design Proposal – P Quenneville, J Jensen

41-7-3 Ductility of Moment Resisting Dowelled Joints in Heavy Timber Structures – A Polastri, R Tomasi, M Piazza, I Smith

41-7-4 Mechanical Behaviour of Traditional Timber Connections: Propos-als for Design, Based on Experimental and Numerical Investiga-tions. Part I: Birdsmouth – C Faye, P Garcia, L Le Magorou, F Rouger

41-7-5 Embedding Strength of European Hardwoods – U Hubner, T Bogensperger, G Schickhofer

42-7-1 Base Parameters of self-tapping Screws – G Pirnbacher, R Brandner, G Schickhofer

42-7-2 Joints with Inclined Screws and Steel Plates as Outer Members – H Krenn, G Schickhofer

42-7-3 Models for the Calculation of the Withdrawal Capacity of Self-tapping Screws – M Frese, H J Blass

42-7-4 Embedding Strength of New Zealand Timber and Recommendation for the NZ Standard – S Franke, P Quenneville

42-7-5 Lad Carrying Capacity of Timber-Wood Fiber Insulation Board – Joints with Dowel Type Fasteners – H J Blass, Gbhardt

42-7-6 Prediction of the Fatigue Resistance of Timber-Concrete-Composite Connections – U Kuhlmann, P Aldi

42-7-7 Using Screws for Structural Applications in Laminated Veneer Lumber – D M Carradine, A H Buchanan, M P Newcombe

https://www.rz.uni-karlsruhe.de/%7Egc20/IHB/CIB_W18/42-7-2.pdf







42-7-8 Influence of Fastener Spacings on Joint Performance - Experimental Results and Codification – E Gehri

42-7-9 Connections with glued-in rods subjected to combined bending ans shear action – J L Jensen, P Quenneville

43-7-1 Probabilistic Capacity Prediction of Timber Joints under Brittle Failure Modes - T Tannert, T Vallee, and F Lam

43-7-2 Ductility in Timber Structures - A Jorissen, M Fragiacomo 43-7-3 Design of Mechanically Jointed Concrete-Timber Beams Taking

into Account the Plastic Behaviour of the Fasteners - H J Larsen, H Riberholt, A Ceccotti

43-7-4 Design of Timber-Concrete Composite Beams with Notched Con-nections - M Fragiacomo, D Yeoh

43-7-5 Development of Design Procedures for Timber Concrete Composite Floors in Australia and New Zealand - K Crews, C Gerber

43-7-6 Failure Behaviour and Resistance of Dowel-Type Connections Loaded Perpendicular to Grain - B Franke, P Quenneville

43-7-7 Predicting Time Dependent Effects in Unbonded Post-Tensioned Timber Beams and Frames - S Giorgini, A Neale, A Palermo, D Carradine, S Pampanin, A H Buchanan

43-7-8 Simplified Design of Post-tensioned Timber Frames - M New-combe, M Cusiel, S Pampanin, A Palermo, A H Buchanan

8 Load sharing 3-8-1 Load Sharing - An Investigation on the State of Research and De-

velopment of Design Criteria – E Levin 4-8-1 A Review of Load-Sharing in Theory and Practice – E Levin 4-8-2 Load Sharing – B Norén 19-8-1 Predicting the Natural Frequencies of Light-Weight Wooden Floors

– I Smith and Y H Chui 20-8-1 Proposed Code Requirements for Vibrational Serviceability of Tim-

ber Floors –Y H Chui and I Smith 21-8-1 An Addendum to Paper 20-8-1 - Proposed Code Requirements for

Vibrational Serviceability of Timber Floors – Y H Chui and I Smith 21-8-2 Floor Vibrational Serviceability and the CIB Model Code – S Ohls-

son 22-8-1 Reliability Analysis of Viscoelastic Floors – F Rouger, J D Barrett

and R 0 Foschi 24-8-1 On the Possibility of Applying Neutral Vibrational Serviceability

Criteria to Joisted Wood Floors – I Smith and Y H Chui

25-8-1 Analysis of Glulam Semi-rigid Portal Frames under Long-term Load – K Komatsu and N Kawamoto

34-8-1 System Effects in Sheathed Parallel Timber Beam Structures – M Hansson, T Isaksson

35-8-1 System Effects in Sheathed Parallel Timber Beam Structures part II – M Hansson, T Isaksson

39-8-1 Overview of a new Canadian Approach to Handling System Effects in Timber Structures – I Smith, Y H Chui, P Quenneville

9 Duration of load 3-9-1 Definitions of Long Term Loading for the Code of Practice – B

Norén 4-9-1 Long Term Loading of Trussed Rafters with Different Connection

Systems –T Feldborg and M Johansen 5-9-1 Strength of a Wood Column in Combined Compression and Bend-

ing with Respect to Creep – B Källsner and B Norén 6-9-1 Long Term Loading for the Code of Practice (Part 2) – B Norén 6-9-2 Long Term Loading – K Möhler 6-9-3 Deflection of Trussed Rafters under Alternating Loading during a

Year –T Feldborg and M Johansen 7-6-1 Strength and Long Term Behaviour of Lumber and Glued-

Laminated Timber under Torsion Loads – K Möhler 7-9-1 Code Rules Concerning Strength and Loading Time – H J Larsen

and E Theilgaard 17-9-1 On the Long-Term Carrying Capacity of Wood Structures – Y M

Ivanov and Y Y Slavic 18-9-1 Prediction of Creep Deformations of Joints – J Kuipers 19-9-1 Another Look at Three Duration of Load Models – R O Foschi and

Z C Yao 19-9-2 Duration of Load Effects for Spruce Timber with Special Reference

to Moisture Influence - A Status Report – P Hoffmeyer 19-9-3 A Model of Deformation and Damage Processes Based on the Reac-

tion Kinetics of Bond Exchange – T A C M van der Put 19-9-4 Non-Linear Creep Superposition – U Korin 19-9-5 Determination of Creep Data for the Component Parts of Stressed-

Skin Panels –R Kliger 19-9-6 Creep an Lifetime of Timber Loaded in Tension and Compression –

P Glos




19-1-1 Duration of Load Effects and Reliability Based Design (Single Member) – R O Foschi and Z C Yao

19-6-1 Effect of Age and/or Load on Timber Strength –J Kuipers 19-7-4 The Prediction of the Long-Term Load Carrying Capacity of Joints

in Wood Structures – Y M Ivanov and Y Y Slavic 19-7-5 Slip in Joints under Long-Term Loading – T Feldborg and M

Johansen 20-7-2 Slip in Joints under Long-Term Loading – T Feldborg and M

Johansen 22-9-1 Long-Term Tests with Glued Laminated Timber Girders – M Bad-

stube, W Rug and W Schöne 22-9-2 Strength of One-Layer solid and Lengthways Glued Elements of

Wood Structures and its Alteration from Sustained Load – L M Kovaltchuk, I N Boitemirova and G B Uspenskaya

24-9-1 Long Term Bending Creep of Wood – T Toratti 24-9-2 Collection of Creep Data of Timber – A Ranta-Maunus 24-9-3 Deformation Modification Factors for Calculating Built-up Wood-

Based Structures – I R Kliger 25-9-2 DVM Analysis of Wood. Lifetime, Residual Strength and Quality –

L F Nielsen 26-9-1 Long Term Deformations in Wood Based Panels under Natural Cli-

mate Conditions. A Comparative Study – S Thelandersson, J Nordh, T Nordh and S Sandahl

28-9-1 Evaluation of Creep Behavior of Structural Lumber in Natural Envi-ronment – R Gupta and R Shen

30-9-1 DOL Effect in Tension Perpendicular to the Grain of Glulam De-pending on Service Classes and Volume – S Aicher and G Dill-Langer

30-9-2 Damage Modelling of Glulam in Tension Perpendicular to Grain in Variable Climate – G Dill-Langer and S Aicher

31-9-1 Duration of Load Effect in Tension Perpendicular to Grain in Curved Glulam – A Ranta-Maunus

32-9-1 Bending-Stress-Redistribution Caused by Different Creep in Ten-sion and Compression and Resulting DOL-Effect – P Becker and K Rautenstrauch

32-9-2 The Long Term Performance of Ply-Web Beams – R Grantham and V Enjily

36-9-1 Load Duration Factors for Instantaneous Loads – A J M Leijten, B Jansson

39-9-1 Simplified Approach for the Long-Term Behaviour of Timber-Concrete Composite Beams According to the Eurocode 5 Provisions – M Fragiacomo, A Ceccotti

10 Timber beams 4-10-1 The Design of Simple Beams – H J Burgess 4-10-2 Calculation of Timber Beams Subjected to Bending and Normal

Force – H J Larsen 5-10-1 The Design of Timber Beams – H J Larsen 9-10-1 The Distribution of Shear Stresses in Timber Beams – F J Keenan 9-10-2 Beams Notched at the Ends – K Möhler 11-10-1 Tapered Timber Beams – H Riberholt 13-6-2 Consideration of Size Effects in Longitudinal Shear Strength for

Uncracked Beams – R O Foschi and J D Barrett 13-6-3 Consideration of Shear Strength on End-Cracked Beams – J D Bar-

rett and R O Foschi 18-10-1 Submission to the CIB-W 18 Committee on the Design of Ply Web

Beams by Consideration of the Type of Stress in the Flanges – J A Baird

18-10-2 Longitudinal Shear Design of Glued Laminated Beams – R O Foschi 19-10-1 Possible Code Approaches to Lateral Buckling in Beams –H J Bur-

gess 19-2-1 Creep Buckling Strength of Timber Beams and Columns – R H

Leicester 20-2-1 Lateral Buckling Theory for Rectangular Section Deep Beam-

Columns – H J Burgess 20-10-1 Draft Clause for CIB Code for Beams with Initial Imperfections – H

J Burgess 20-10-2 Space Joists in Irish Timber – W J Robinson 20-10-3 Composite Structure of Timber Joists and Concrete Slab – T Pouta-

nen 21-10-1 A Study of Strength of Notched Beams – P J Gustafsson 22-10-1 Design of Endnotched Beams - H J Larsen and P J Gustafsson 22-10-2 Dimensions of Wooden Flexural Members under Constant Loads -

A Pozgai 22-10-3 Thin-Walled Wood-Based Flanges in Composite Beams – J König


22-10-4 The Calculation of Wooden Bars with flexible Joints in Accordance with the Polish Standart Code and Strict Theoretical Methods – Z Mielczarek

23-10-1 Tension Perpendicular to the Grain at Notches and Joints – T A C M van der Put

23-10-2 Dimensioning of Beams with Cracks, Notches and Holes. An Appli-cation of Fracture Mechanics – K Riipola

23-10-3 Size Factors for the Bending and Tension Strength of Structural Timber - J D Barret and A R Fewell

23-12-1 Bending Strength of Glulam Beams, a Design Proposal – J Ehlbeck and F Colling

23-12-3 Glulam Beams, Bending Strength in Relation to the Bending Strength of the Finger Joints – H Riberholt

24-10-1 Shear Strength of Continuous Beams – R H Leicester and F G Young

25-10-1 The Strength of Norwegian Glued Laminated Beams – K Solli, E Aasheim and R H Falk

25-10-2 The Influence of the Elastic Modulus on the Simulated Bending Strength of Hyperstatic Timber Beams – T D G Canisius

27-10-1 Determination of Shear Modulus – R Görlacher and J Kurth 29-10-1 Time Dependent Lateral Buckling of Timber Beams – F Rouger 29-10-2 Determination of Modulus of Elasticity in Bending According to EN

408 - K H Solli 29-10-3 On Determination of Modulus of Elasticity in Bending – L Boström,

S Ormarsson and O Dahlblom 29-10-4 Relation of Moduli of Elasticity in Flatwise and Edgewise Bending

of Solid Timber – C J Johanson, A Steffen and E W Wormuth 30-10-1 Nondestructive Evaluation of Wood-based Members and Structures

with the Help of Modal Analysis – P Kuklik 30-10-2 Measurement of Modulus of Elasticity in Bending – L Boström 30-10-3 A Weak Zone Model for Timber in Bending – B Källsner, K Sal-

mela and O Ditlevsen 30-10-4 Load Carrying Capacity of Timber Beams with Narrow Moment

Peaks - T Isaksson and J Freysoldt 37-10-1 Design of Rim Boards for Use with I-Joists Framing Systems – B

Yeh, T G Williamson 40-10-1 Extension of EC5 Annex B Formulas for the Design of Timber-

concrete Composite Structures – J Schänzlin, M Fragiacomo

40-10-2 Simplified Design Method for Mechanically Jointed Beams – U A Girhammar

41-10-1 Composite Action of I-Joist Floor Systems – T G Williamson, B Yeh

41-10-2 Evaluation of the Prestressing Losses in Timber Members Prestressed with Unbonded Tendons – M Fragiacomo, M Davies

41-10-3 Relationship Between Global and Local MOE – J K Denzler, P Stapel, P Glos

42-10-1 Relationships Between Local, Global and Dynamic Modulus of Elasticity for Soft- and Hardwoods – G J P Ravenshorst, J W G van de Kuilen

11 Environmental conditions 5-11-1 Climate Grading for the Code of Practice – B Norén 6-11-1 Climate Grading (2) – B Norén 9-11-1 Climate Classes for Timber Design – F J Keenan 19-11-1 Experimental Analysis on Ancient Downgraded Timber Structures –

B Leggeri and L Paolini 19-6-5 Drying Stresses in Round Timber – A Ranta-Maunus 22-11-1 Corrosion and Adaptation Factors for Chemically Aggressive Media

with Timber Structures – K Erler 29-11-1 Load Duration Effect on Structural Beams under Varying Climate

Influence of Size and Shape – P Galimard and P Morlier 30-11-1 Probabilistic Design Models for the Durability of Timber Construc-

tions – R H Leicester 36-11-1 Structural Durability of Timber in Ground Contact – R H Leicester,

C H Wang, M N Nguyen, G C Foliente, C McKenzie 38-11-1 Design Specifications for the Durability of Timber – R H Leicester,

C-H Wang, M Nguyen, G C Foliente 38-11-2 Consideration of Moisture Exposure of Timber Structures as an Ac-

tion – M Häglund, S Thelandersson 12 Laminated members 6-12-1 Directives for the Fabrication of Load-Bearing Structures of Glued

Timber –A van der Velden and J Kuipers 8-12-1 Testing of Big Glulam Timber Beams – H Kolb and P Frech 8-12-2 Instruction for the Reinforcement of Apertures in Glulam Beams –

H Kolb and P Frech


8-12-3 Glulam Standard Part 1: Glued Timber Structures; Requirements for Timber (Second Draft)

9-12-1 Experiments to Provide for Elevated Forces at the Supports of Wooden Beams with Particular Regard to Shearing Stresses and Long-Term Loadings – F Wassipaul and R Lackner

9-12-2 Two Laminated Timber Arch Railway Bridges Built in Perth in 1849 – L G Booth

9-6-4 Consideration of Combined Stresses for Lumber and Glued Lami-nated Timber – K Möhler

11-6-3 Consideration of Combined Stresses for Lumber and Glued Lami-nated Timber (addition to Paper CEE3-W 18/9-6-4) – K Möhler

12-12-1 Glulam Standard Part 2: Glued Timber Structures; Rating (3rd draft) 12-12-2 Glulam Standard Part 3: Glued Timber Structures; Performance (3

rd draft) 13-12-1 Glulam Standard Part 3: Glued Timber Structures; Performance (4th

draft) 14-12-1 Proposals for CEI-Bois/CIB-W18 Glulam Standards – H J Larsen 14-12-2 Guidelines for the Manufacturing of Glued Load-Bearing Timber

Structures – Stevin Laboratory 14-12-3 Double Tapered Curved Glulam Beams – H Riberholt 14-12-4 Comment on CII3-W 18/14-12-3 - E Gehri 18-12-1 Report on European Glulam Control and Production Standard – H

Riberholt 18-10-2 Longitudinal Shear Design of Glued Laminated Beams – R O Foschi 19-12-1 Strength of Glued Laminated Timber – J Ehlbeck and F Colling 19-12-2 Strength Model for Glulam Columns – H J Blass 19-12-3 Influence of Volume and Stress Distribution on the Shear Strength

and Tensile Strength Perpendicular to Grain – F Colling 19-12-4 Time-Dependent Behaviour of Glued-Laminated Beams – F Zaupa 21-12-1 Modulus of Rupture of Glulam. Beam Composed of Arbitrary

Laminae – K Komatsu and N Kawamoto 21-12-2 An Appraisal of the Young's Modulus Values Specified for Glulam.

in Eurocode 5 – L R J Whale, B O Hilson and P D Rodd 21-12-3 The Strength of Glued Laminated Timber (Glulam): Influence of

Lamination Qualities and Strength of Finger Joints – J Ehlbeck and F Colling

21-12-4 Comparison of a Shear Strength Design Method in Eurocode 5 and a More Traditional One – H Riberholt

22-12-1 The Dependence of the Bending Strength on the Glued Laminated Timber Girder Depth – M Badstube, W Rug and W Schöne

22-12-2 Acid Deterioration of Glulam Beams in Buildings from the Early Half of the 1960s - Prelimination summary of the research project; Overhead pictures – B A Hedlund

22-12-3 Experimental Investigation of normal Stress Distribution in Glue Laminated Wooden Arches – Z Mielczarek and W Chanaj

22-12-4 Ultimate Strength of Wooden Beams with Tension Reinforcement as a Function of Random Material Properties – R Candowicz and T Dziuba

23-12-1 Bending Strength of Glulam Beams, a Design Proposal – J Ehlbeck and F Colling

23-12-2 Probability Based Design Method for Glued Laminated Timber – M F Stone

23-12-3 Glulam Beams, Bending Strength in Relation to the Bending Strength of the Finger Joints – H Riberholt

23-12-4 Glued Laminated Timber – Strength Classes and Determination of Characteristic Properties - H Riberholt, J Ehlbeck and A Fewell

24-12-1 Contribution to the Determination of the Bending Strength of Glu-lam Beams – F Colling, J Ehlbeck and R Görlacher

24-12-2 Influence of Perpendicular-to-Grain Stressed Volume on the Load-Carrying Capacity of Curved and Tapered Glulam Beams – J Ehl-beck and J Kurth

25-12-1 Determination of Characteristic Bending Values of Glued Laminated Timber. EN-Approach and Reality – E Gehri

26-12-1 Norwegian Bending Tests with Glued Laminated Beams-Comparative Calculations with the "Karlsruhe Calculation Model" – E Aasheim, K Solli, F Colling, R H Falk, J Ehlbeck and R Görlacher

26-12-2 Simulation Analysis of Norwegian Spruce Glued-Laminated Timber – R Hernandez and R H Falk

26-12-3 Investigation of Laminating Effects in Glued-Laminated Timber – F Colling and R H Falk

26-12-4 Comparing Design Results for Glulam Beams According to Euro-code 5 and to the French Working Stress Design Code (CB71) – F Rouger

27-12-1 State of the Art Report: Glulam Timber Bridge Design in the U.S. – M A Ritter and T G Williamson

27-12-2 Common Design Practice for Timber Bridges in the United King-dom – C J Mettem, J P Marcroft and G Davis


27-12-3 Influence of Weak Zones on Stress Distribution in Glulam Beams – E Serrano and H J Larsen

28-12-1 Determination of Characteristic Bending Strength of Glued Lami-nated Timber – E Gehri

28-12-2 Size Factor of Norwegian Glued Laminated Beams – E Aasheim and K H Solli

28-12-3 Design of Glulam Beams with Holes – K Riipola 28-12-4 Compression Resistance of Glued Laminated Timber Short Columns

– U Korin 29-12-1 Development of Efficient Glued Laminated Timber – G Schickhofer 30-12-1 Experimental Investigation and Analysis of Reinforced Glulam

Beams – K Oiger 31-12-1 Depth Factor for Glued Laminated Timber-Discussion of the Euro-

code 5 Approach – B Källsner, O Carling and C J Johansson 32-12-1 The bending stiffness of nail-laminated timber elements in trans-

verse direction – T Wolf and O Schafer 33-12-1 Internal Stresses in the Cross-Grain Direction of Wood Induced by

Climate Variation – J Jönsson and S Svensson 34-12-1 High-Strength I-Joist Compatible Glulam Manufactured with LVL

Tension Laminations – B Yeh, T G Williamson 34-12-2 Evaluation of Glulam Shear Strength Using A Full-Size Four-Point

Test Method –B Yeh, T G Williamson 34-12-3 Design Model for FRP Reinforced Glulam Beams – M Romani, H J

Blass 34-12-4 Moisture induced stresses in glulam cross sections – J Jönsson 34-12-5 Load Carrying Capacity of Nail-Laminated Timber under Concen-

trated Loads –V Kramer, H J Blass 34-12-6 Determination of Shear Strength Values for GLT Using Visual and

Machine Graded Spruce Laminations – G Schickhofer 34-12-7 Mechanically Jointed Beams: Possibilities of Analysis and some

special Problems – H Kreuzinger 35-12-1 Glulam Beams with Round Holes — a Comparison of Different De-

sign Approaches vs. Test Data - S Aicher L Höfflin 36-12-1 Problems with Shear and Bearing Strength of LVL in Highly

Loaded Structures – H Bier 36-12-2 Weibull Based Design of Round Holes in Glulam – L Höfflin, S

Aicher 37-12-1 Development of Structural LVL from Tropical Wood and Evalua-

tion of Their Performance for the Structural Components of Wooden

Houses. Part-1. Application of Tropical LVL to a Roof Truss – K Komatsu, Y Idris, S Yuwasdiki, B Subiyakto, A Firmanti

37-12-2 Reinforcement of LVL Beams with Bonded-in Plates and Rods – Ef-fect of Placement of Steel and FRP Reinforcements on Beam Strength and Stiffness – P Alam, M P Ansell, D Smedley

39-12-1 Recommended Procedures for Determination of Distribution Widths in the Design of Stress Laminated Timber Plate Decks – K Crews

39-12-2 In-situ Strengthening of Timber Structures with CFRP – K U Schober, S Franke, K Rautenstrauch

39-12-3 Effect of Checking and Non-Glued Edge Joints on the Shear Strength of Structural Glued Laminated Timber Beams – B Yeh, T G Williamson, Z A Martin

39-12-4 A Contribution to the Design and System Effect of Cross Laminated Timber (CLT) – R Jöbstl, T Moosbrugger, T Bogensperger, G Schickhofer

39-12-5 Behaviour of Glulam in Compression Perpendicular to Grain in Dif-ferent Strength Grades and Load Configurations – M Augustin, A Ruli, R Brandner, G Schickhofer

40-12-1 Development of New Constructions of Glulam Beams in Canada – F Lam, N Mohadevan

40-12-2 Determination of Modulus of Shear and Elasticity of Glued Lami-nated Timber and Related Examination – R Brandner, E Gehri, T Bogensperger, G Schickhofer

40-12-3 Comparative Examination of Creep of GTL and CLT-Slabs in Bend-ing – R A Jöbstl, G Schickhofer,

40-12-4 Standard Practice for the Derivation of Design Properties of Struc-tural Glued Laminated Timber in the United States – T G William-son, B Yeh

40-12-5 Creep and Creep-Rupture Behaviour of Structural Composite Lum-ber Evaluated in Accordance with ASTM D 6815 – B Yeh, T G Wil-liamson.

40-12-6 Bending Strength of Combined Beech-Spruce Glulam - M Frese, H J Blass

40-12-7 Quality Control of Glulam: Shear Tests of Glue Lines – R Steiger, E Gehri

41-12-2 Bending Strength of Spruce Glulam: New Models for the Character-istic Bending Strength – M Frese, H J Blass,

41-12-3 In-Plane Shear Strength of Cross Laminated Timber – R A Jöbstl, T Bogensperger, G Schickhofer


41-12-4 Strength of Glulam Beams with Holes - Tests of Quadratic Holes and Literature Test Results Compilation – H Danielsson, P J Gustafsson

42-12-1 Glulam Beams with Holes Reinforced by Steel Bars – S Aicher L Höfflin

42-12-2 Analysis of X-lam Panel-to-Panel Connections under Monotonic and Cyclic Loading – L Boukes, J W G van de Kuilen, A Ceccotti, C Sandhaas

42-12-3 Laminating Lumber and End Joint Properties for FRP-Reinforced Glulam Beams – T G Williamson, B Yeh

42-12-4 Validity of Bending Tests on Strip-Shaped Specimens to Derive Bending Strength and Stiffness Properties of Cross-Laminated Solid Timber (CLT) – R Steiger, A Gülzow

42-12-5 Mechanical Properties of Stress Laminated Timber Decks - Experi-mental Study – K Karlsson, R Crocetti, R Kliger

43-12-1 Fatigue Behaviour of Finger Jointed Lumber – S Aicher, G Stapf 43-12-2 Experimental and Numercial Investigation on the Shear Strength of

Glulam – R Crocetti, P J Gustafson, H Danielson, A Emilsson, S Ormarsson

43-12-3 System Effects in Glued Laminated Timber in Tension and Bending – M Frese, H J Blass

43-12-4 Experimental Investigations on Mechanical Behaviour of Glued Solid timber – C Faye, F Rouger, P Garcia

13 Panel products 7-13-1 Fibre Building Boards for CIB Timber Code (First Draft) – O

Brynildsen 9-13-1 Determination of the Bearing Strength and the Load-Deformation

Characteristics of Particleboard – K Möhler, T Budianto and J Ehl-beck

9-13-2 The Structural Use of Tempered Hardboard – W W L Chan 11-13-1 Tests on Laminated Beams from Hardboard under Short- and Long-

term Load – W Nozynski 11-13-2 Determination of Deformation of Special Densified Hardboard un-

der Long-term Load and Varying Temperature and Humidity Condi-tions – W Halfar

11-13-3 Determination of Deformation of Hardboard under Long-term Load in Changing Climate – W Halfar

14-4-1 An Introduction to Performance Standards for Wood-Base Panel Products – D H Brown

14-4-2 Proposal for Presenting Data on the Properties of Structural Panels – T Schmidt

16-13-1 Effect of Test Piece Size on Panel Bending Properties – P W Post 20-4-1 Considerations of Reliability - Based Design for Structural Compos-

ite Products – M R O'Halloran, J A Johnson, E G Elias and T P Cunningham

20-13-1 Classification Systems for Structural Wood-Based Sheet Materials – V C Kearley and A R Abbott

21-13-1 Design Values for Nailed Chipboard - Timber Joints – A R Abbott 25-13-1 Bending Strength and Stiffness of Izopanel Plates – Z Mielczarek 28-13-1 Background Information for "Design Rated Oriented Strand Board

(OSB)" in CSA Standards - Summary of Short-term Test Results – E Karacabeyli, P Lau, C R Henderson, F V Meakes and W Deacon

28-13-2 Torsional Stiffness of Wood-Hardboard Composed I-Beam – P Ole-jniczak

14 Trussed rafters 4-9-1 Long-term Loading of Trussed Rafters with Different Connection

Systems –T Feldborg and M Johansen 6-9-3 Deflection of Trussed Rafters under Alternating Loading During a

Year – T Feldborg and M Johansen 7-2-1 Lateral Bracing of Timber Struts – J A Simon 9-14-1 Timber Trusses - Code Related Problems – T F Williams 9-7-1 Design of Truss Plate Joints – F J Keenan 10-14-1 Design of Roof Bracing - The State of the Art in South Africa – P A

V Bryant and J A Simon 11-14-1 Design of Metal Plate Connected Wood Trusses – A R Egerup 12-14-1 A Simple Design Method for Standard Trusses – A R Egerup 13-14-1 Truss Design Method for CIB Timber Code – A R Egerup 13-14-2 Trussed Rafters, Static Models – H Riberholt 13-14-3 Comparison of 3 Truss Models Designed by Different Assumptions

for Slip and E-Modulus – K Möhler 14-14-1 Wood Trussed Rafter Design – T Feldborg and M Johansen 14-14-2 Truss-Plate Modelling in the Analysis of Trusses – R O Foschi 14-14-3 Cantilevered Timber Trusses – A R Egerup


14-7-5 The Effect of Support Eccentricity on the Design of W- and WW-Trusses with Nail Plate Connectors – B Källsner

15-14-1 Guidelines for Static Models of Trussed Rafters – H Riberholt 15-14-2 The Influence of Various Factors on the Accuracy of the Structural

Analysis of Timber Roof Trusses – F R P Pienaar 15-14-3 Bracing Calculations for Trussed Rafter Roofs – H J Burgess 15-14-4 The Design of Continuous Members in Timber Trussed Rafters with

Punched Metal Connector Plates – P O Reece 15-14-5 A Rafter Design Method Matching U.K. Test Results for Trussed

Rafters –H J Burgess 16-14-1 Full-Scale Tests on Timber Fink Trusses Made from Irish Grown

Sitka Spruce – V Picardo 17-14-1 Data from Full Scale Tests on Prefabricated Trussed Rafters – V

Picardo 17-14-2 Simplified Static Analysis and Dimensioning of Trussed Rafters – H

Riberholt 17-14-3 Simplified Calculation Method for W-Trusses - B Källsner 18-14-1 Simplified Calculation Method for W-Trusses (Part 2) – B Källsner 18-14-2 Model for Trussed Rafter Design – T Poutanen 19-14-1 Annex on Simplified Design of W-Trusses – H J Larsen 19-14-2 Simplified Static Analysis and Dimensioning of Trussed Rafters –

Part 2 -H Riberholt 19-14-3 Joint Eccentricity in Trussed Rafters – T Poutanen 20-14-1 Some Notes about Testing Nail Plates Subjected to Moment Load -–

T Poutanen 20-14-2 Moment Distribution in Trussed Rafters – T Poutanen 20-14-3 Practical Design Methods for Trussed Rafters – A R Egerup 22-14-1 Guidelines for Design of Timber Trussed Rafters – H Riberholt 23-14-1 Analyses of Timber Trussed Rafters of the W-Type – H Riberholt 23-14-2 Proposal for Eurocode 5 Text on Timber Trussed Rafters – H Riber-

holt 24-14-1 Capacity of Support Areas Reinforced with Nail Plates in Trussed

Rafters –A Kevarinmäki 25-14-1 Moment Anchorage Capacity of Nail Plates in Shear Tests – A

Kevarinmäki and J. Kangas 25-14-2 Design Values of Anchorage Strength of Nail Plate Joints by 2-

curve Method and Interpolation – J Kangas and A Kevarinmäki 26-14-1 Test of Nail Plates Subjected to Moment – E Aasheim

26-14-2 Moment Anchorage Capacity of Nail Plates – A Kevarinmäki and J Kangas

26-14-3 Rotational Stiffness of Nail Plates in Moment Anchorage – A Kevarinmäki and J Kangas

26-14-4 Solution of Plastic Moment Anchorage Stress in Nail Plates – A Kevarinmäki

26-14-5 Testing of Metal-Plate-Connected Wood-Truss Joints – R Gupta 26-14-6 Simulated Accidental Events on a Trussed Rafter Roofed Building –

C J Mettem and J P Marcroft 30-14-1 The Stability Behaviour of Timber Trussed Rafter Roofs - Studies

Based on Eurocode 5 and Full Scale Testing – R J Bainbridge, C J Mettern, A Reffold and T Studer

32-14-1 Analysis of Timber Reinforced with Punched Metal Plate Fasteners – J Nielsen

33-14-1 Moment Capacity of Timber Beams Loaded in Four-Point Bending and Reinforced with Punched Metal Plate Fasteners – J Nielsen

36-14-1 Effect of Chord Splice Joints on Force Distribution in Trusses with Punched Metal Plate Fasteners – P Ellegaard

36-14-2 Monte Carlo Simulation and Reliability Analysis of Roof Trusses with Punched Metal Plate Fasteners – M Hansson, P Ellegaard

36-14-3 Truss Trouble – R H Leicester, J Goldfinch, P Paevere, G C Foliente 40-14-1 Timber Trusses with Punched Metal Plate Fasteners - Design for

Transport and Erection – H J Blass 15 Structural stability 8-15-1 Laterally Loaded Timber Columns: Tests and Theory – H J Larsen 13-15-1 Timber and Wood-Based Products Structures. Panels for Roof Cov-

erings. Methods of Testing and Strength Assessment Criteria. Polish Standard BN-78/7159-03

16-15-1 Determination of Bracing Structures for Compression Members and Beams –H Brüninghoff

17-15-1 Proposal for Chapter 7.4 Bracing – H Brüninghoff 17-15-2 Seismic Design of Small Wood Framed Houses – K F Hansen 18-15-1 Full-Scale Structures in Glued Laminated Timber, Dynamic Tests:

Theoretical and Experimental Studies – A Ceccotti and A Vignoli 18-15-2 Stabilizing Bracings - H Brüninghoff 19-15-1 Connections Deformability in Timber Structures: a Theoretical

Evaluation of its Influence on Seismic Effects – A Ceccotti and A Vignoli


19-15-2 The Bracing of Trussed Beams – M H Kessel and J Natterer 19-15-3 Racking Resistance of Wooden Frame Walls with Various Openings

– M Yasumura 19-15-4 Some Experiences of Restoration of Timber Structures for Country

Buildings – G Cardinale and P Spinelli 19-15-5 Non-Destructive Vibration Tests on Existing Wooden Dwellings –

Y Hirashima 20-15-1 Behaviour Factor of Timber Structures in Seismic Zones. – A Cec-

cotti and A Vignoli 21-15-1 Rectangular Section Deep Beam - Columns with Continuous Lateral

Restraint – H J Burgess 21-15-2 Buckling Modes and Permissible Axial Loads for Continuously

Braced Columns- H J Burgess 21-15-3 Simple Approaches for Column. Bracing Calculations – H J Burgess 21-15-4 Calculations for Discrete Column Restraints – H J Burgess 21-15-5 Behaviour Factor of Timber Structures in Seismic Zones (Part Two)

– A Ceccotti and A Vignoli 22-15-1 Suggested Changes in Code Bracing Recommendations for Beams

and Columns – H J Burgess 22-15-2 Research and Development of Timber Frame Structures for Agricul-

ture in Poland – S Kus and J Kerste 22-15-3 Ensuring of Three-Dimensional Stiffness of Buildings with Wood

Structures – A K Shenghelia 22-15-5 Seismic Behavior of Arched Frames in Timber Construction – M

Yasumura 22-15-6 The Robustness of Timber Structures – C J Mettem and J P Marcroft 22-15-7 Influence of Geometrical and Structural Imperfections on the Limit

Load of Wood Columns – P Dutko 23-15-1 Calculation of a Wind Girder Loaded also by Discretely Spaced

Braces for Roof Members – H J Burgess 23-15-2 Stability Design and Code Rules for Straight Timber Beams – T A C

M van der Put 23-15-3 A Brief Description of Formula of Beam-Columns in China Code –

S Y Huang 23-15-4 Seismic Behavior of Braced Frames in Timber Construction – M

Yasumara 23-15-5 On a Better Evaluation of the Seismic Behavior Factor of Low-

Dissipative Timber Structures – A Ceccotti and A Vignoli

23-15-6 Disproportionate Collapse of Timber Structures – C J Mettem and J P Marcroft

23-15-7 Performance of Timber Frame Structures during the Loma Prieta California Earthquake – M R O'Halloran and E G Elias

24-15-2 Discussion About the Description of Timber Beam-Column Formula – S Y Huang

24-15-3 Seismic Behavior of Wood-Framed Shear Walls – M Yasumura 25-15-1 Structural Assessment of Timber Framed Building Systems – U

Korin 25-15-3 Mechanical Properties of Wood-framed Shear Walls Subjected to

Reversed Cyclic Lateral Loading – M Yasumura 26-15-1 Bracing Requirements to Prevent Lateral Buckling in Trussed Raf-

ters – C J Mettem and P J Moss 26-15-2 Eurocode 8 - Part 1.3 - Chapter 5 - Specific Rules for Timber Build-

ings in Seismic Regions - K Becker – A Ceccotti, H Charlier, E Katsaragakis, H J Larsen and H Zeitter

26-15-3 Hurricane Andrew - Structural Performance of Buildings in South Florida – M R O'Halloran, E L Keith, J D Rose and T P Cunning-ham

29-15-1 Lateral Resistance of Wood Based Shear Walls with Oversized Sheathing Panels – F Lam, H G L Prion and M He

29-15-2 Damage of Wooden Buildings Caused by the 1995 Hyogo-Ken Nanbu Earthquake – M Yasumura, N Kawai, N Yamaguchi and S Nakajima

29-15-3 The Racking Resistance of Timber Frame Walls: Design by Test and Calculation – D R Griffiths, C J Mettem, V Enjily, P J Steer

29-15-4 Current Developments in Medium-Rise Timber Frame Buildings in the UK – C J Mettem, G C Pitts, P J Steer, V Enjily

29-15-5 Natural Frequency Prediction for Timber Floors – R J Bainbridge, and C J Mettem

30-15-1 Cyclic Performance of Perforated Wood Shear Walls with Oversize Oriented Strand Board Panels – Ming He, H Magnusson, F Lam, and H G L Prion

30-15-2 A Numerical Analysis of Shear Walls Structural Performances –L Davenne, L Daudeville, N Kawai and M Yasumura.

30-15-3 Seismic Force Modification Factors for the Design of Multi-Storey Wood-Frame Platform Construction – E Karacabeyli and A Ceccotti

30-15-4 Evaluation of Wood Framed Shear Walls Subjected to Lateral Load – M Yasumura and N Kawai


31-15-1 Seismic Performance Testing On Wood-Framed Shear Wall – N Kawai

31-15-2 Robustness Principles in the Design of Medium-Rise Timber-Framed Buildings – C J Mettem, M W Milner, R J Bainbridge and Enjily

31-15-3 Numerical Simulation of Pseudo-Dynamic Tests Performed to Shear Walls -L Daudeville, L Davenne, N Richard, N Kawai and M Ya-sumura

31-15-4 Force Modification Factors for Braced Timber Frames – H G L Prion, M Popovski and E Karacabeyli

32-15-1 Three-Dimensional Interaction in Stabilisation of Multi-Storey Tim-ber Frame Buildings – S Andreasson

32-15-2 Application of Capacity Spectrum Method to Timber Houses – N Kawai

32-15-3 Design Methods for Shear Walls with Openings –C Ni, E Karaca-beyli and A Ceccotti

32-15-4 Static Cyclic Lateral Loading Tests on Nailed Plywood Shear Walls – K Komatsu, K H Hwang and Y Itou

33-15-1 Lateral Load Capacities of Horizontally Sheathed Unblocked Shear Walls – C Ni, E Karacabeyli and A Ceccotti

33-15-2 Prediction of Earthquake Response of Timber Houses Considering Shear Deformation of Horizontal Frames – N Kawai

33-15-3 Eurocode 5 Rules for Bracing – H J Larsen 34-15-1 A simplified plastic model for design of partially anchored wood-

framed shear walls – B Källsner, U A Girhammar, Liping Wu 34-15-2 The Effect of the Moisture Content on the Performance of the Shear

Walls – S Nakajima 34-15-3 Evaluation of Damping Capacity of Timber Structures for Seismic

Design – M Yasumura 35-15-1 On test methods for determining racking strength and stiffness of

wood-framed shear walls – B Källsner, U A Girhammar, L Wu 35-15-2 A Plastic Design Model for Partially Anchored Wood-framed Shear

Walls with Openings – U A Girhammar, L Wu, B Källsner 35-15-3 Evaluation and Estimation of the Performance of the Shear Walls in

Humid Climate – S Nakajima 35-15-4 Influence of Vertical Load on Lateral Resistance of Timber Frame

Walls – B Dujic, R Zarnic 35-15-5 Cyclic and Seismic Perfoiniances of a Timber-Concrete System -

Local and Full Scale Experimental Results – E Fournely, P Racher

35-15-6 Design of timber-concrete composite structures according to EC5 - 2002 version – A Ceccotti, M Fragiacomo, R M Gutkowski

35-15-7 Design of timber structures in seismic zones according to EC8- 2002 version – A Ceccotti, T Toratti, B Dujic

35-15-8 Design Methods to Prevent Premature Failure of Joints at Shear Wall Corners – N Kawai, H Okiura

36-15-1 Monitoring Light-Frame Timber Buildings: Environmental Loads and Load Paths – I Smith et al.

36-15-2 Applicability of Design Methods to Prevent Premature Failure of Joints at Shear Wall Corners in Case of Post and Beam Construction – N Kawai, H Isoda

36-15-3 Effects of Screw Spacing and Edge Boards on the Cyclic Perform-ance of Timber Frame and Structural Insulated Panel Roof Systems – D M Carradine, J D Dolan, F E Woeste

36-15-4 Pseudo-Dynamic Tests on Conventional Timber Structures with Shear Walls – M Yasumura

36-15-5 Experimental Investigation of Laminated Timber Frames with Fiber-reinforced Connections under Earthquake Loads – B Kasal, P Haller, S Pospisil, I Jirovsky, A Heiduschke, M Drdacky

36-15-6 Effect of Test Configurations and Protocols on the Performance of Shear Walls – F Lam, D Jossen, J Gu, N Yamaguchi, H G L Prion

36-15-7 Comparison of Monotonic and Cyclic Performance of Light-Frame Shear Walls – J D Dolan, A J Toothman

37-15-1 Estimating 3D Behavior of Conventional Timber Structures with Shear Walls by Pseudodynamic Tests – M Yasumura, M Uesugi, L Davenne

37-15-2 Testing of Racking Behavior of Massive Wooden Wall Panels – B Dujic, J Pucelj, R Zarnic

37-15-3 Influence of Framing Joints on Plastic Capacity of Partially An-chored Wood-Framed Shear Walls – B Källsner, U A Girhammar

37-15-4 Bracing of Timber Members in Compression – J Munch-Andersen 37-15-5 Acceptance Criteria for the Use of Structural Insulated Panels in

High Risk Seismic Areas – B Yeh, T D Skaggs, T G Williamson Z A Martin

37-15-6 Predicting Load Paths in Shearwalls – Hongyong Mi, Ying-Hei Chui, I Smith, M Mohammad

38-15-1 Background Infoiniation on ISO Standard 16670 for Cyclic Testing of Connections - E Karacabeyli, M Yasumura, G C Foliente, A Cec-cotti


38-15-2 Testing & Product Standards – a Comparison of EN to ASTM, AS/NZ and ISO Standards – A Ranta-Maunus, V Enjily

38-15-3 Framework for Lateral Load Design Provisions for Engineered Wood Structures in Canada – M Popovski, E Karacabeyli

38-15-4 Design of Shear Walls without Hold-Downs – Chun Ni, E Karaca-beyli

38-15-5 Plastic design of partially anchored wood-framed wall diaphragms with and without openings -– B Källsner, U A Girhammar

38-15-6 Racking of Wooden Walls Exposed to Different Boundary Condi-tions – B Dujic, S

Aicher, R Zarnic 38-15-7 A Portal Frame Design for Raised Wood Floor Applications – T G

Williamson, Z A Martin, B Yeh 38-15-8 Linear Elastic Design Method for Timber Framed Ceiling, Floor and

Wall Diaphragms – Janno Leskelä 38-15-9 A Unified Design Method for the Racking Resistance of Timber

Framed Walls for Inclusion in Eurocode 5 – R Griffiths, B Källsner, H J Blass, V Enjily

39-15-1 Effect of Transverse Walls on Capacity of Wood-Framed Wall Dia-phragms – U A Girhammar, B Källsner

39-15-2 Which Seismic Behaviour Factor for Multi-Storey Buildings made of Cross-Laminated Wooden Panels? – M Follesa, M P Lauriola, C Minowa, N Kawai, C Sandhaas, M Yasumura, A Ceccotti

39-15-3 Laminated Timber Frames under dynamic Loadings – A Heiduschke, B Kasal, P Haller

39-15-4 Code Provisions for Seismic Design of Multi-storey Post-tensioned Timber Buildings – S Pampanin, A Palermo, A Buchanan, M Fragi-acomo, B Deam

40-15-1 Design of Safe Timber Structures – How Can we Learn from Struc-tural Failures? – S Thelandersson, E Frühwald

40-15-2 Effect of Transverse Walls on Capacity of Wood-Framed Wall Dia-phragms–Part 2 – U A Girhammar, B Källsner

40-15-3 Midply Wood Shear Wall System: Concept, Performance and Code Implementation – Chun Ni, M Popovski, E Karacabeyli, E Varoglu, S Stiemer

40-15-4 Seismic Behaviour of Tall Wood-Frame Walls – M Popovski, A Pe-terson, E Karacabeyli

40-15-5 International Standard Development of Lateral Load Test Method for Shear Walls – M Yasumura, E Karacabeyli

40-15-6 Influence of Openings on Shear Capacity of Wooden Walls – B Du-jic, S Klobcar, R Zarnic

41-15-1 Need for a Harmonized Approach for Calculations of Ductility of Timber Assemblies – W Munoz, M Mohammad, A Salenikovich, P Quenneville

41-15-2 Plastic Design of Wood Frame Wall Diaphragms in Low and Me-dium Rise Buildings – B Källsner, U A Girhammar

41 15-3 Failure Analysis of Light Wood Frame Structures under Wind Load – A Asiz, Y H Chui, I Smith

41-15-4 Combined Shear and Wind Uplift Resistance of Wood Structural Panel Shearwalls – B Yeh, T G Williamson

41-15-5 Behaviour of Prefabricated Timber Wall Elements under Static and Cyclic Loading – P Schädle, H J Blass

42-15-1 Design Aspects on Anchoring the Bottom Rail in Partially Anchored Wood-Framed Shear Walls – U A Girhammar, B Källsner

42-15-2 New Seismic Design Provisions for Shearwalls and Diaphragms in the Canadian Standard for Engineering Design in Wood - M Pop-ovski, E Karacabeyli, Chun Ni, G Doudak, P Lepper

42-15-3 Stability Capacity and Lateral Bracing Force of Metal Plate Con-nected Wood Truss Assemblies – Xiaobin Song, F Lam, Hao Huang, Minjuan He

42-15-4 Improved Method for Determining Braced Wall Requirements for Conventional Wood-Frame Buildings – Chun Ni, H Rainer, E Kara-cabeyli

43-15-1 Influence of the Boundary Conditions on the Racking Strength of Shear Walls with an Opening - M Yasumura

43-15-2 Influence of Different Standards on the Determination of Earthquake Properties of Timber Shear Wall Systems - P Schädle, H J Blass

43-15-3 Full-Scale Shear Wall Tests for Force Transfer Around Openings - T Skaggs, B Yeh, F Lam

43-15-4 Optimized Anchor-Bolt Spacing for Structural Panel Shearwalls Subjected to Combined Shear and Wind Uplift Forces - B Yeh, E Keith, T Skaggs

16 Fire 12-16-1 British Standard BS 5268 the Structural Use of Timber: Part 4 Fire

Resistance of Timber Structures 13-100-2 CIB Structural Timber Design Code. Chapter 9. Performance in Fire


19-16-1 Simulation of Fire in Tests of Axially Loaded Wood Wall Studs – J König

24-16-1 Modelling the Effective Cross Section of Timber Frame Members Exposed to Fire – J König

25-16-1 The Effect of Density on Charring and Loss of Bending Strength in Fire – J König

25-16-2 Tests on Glued-Laminated Beams in Bending Exposed to Natural Fires – F Bolonius Olesen and J König

26-16-1 Structural Fire Design According to Eurocode 5, Part 1.2 – J König 31-16-1 Revision of ENV 1995-1-2: Charring and Degradation of Strength

and Stiffness – J König 33-16-1 A Design Model for Load-carrying Timber Frame Members in

Walls and Floors Exposed to Fire – J König 33-16-2 A Review of Component Additive Methods Used for the Determina-

tion of Fire Resistance of Separating Light Timber Frame Construc-tion – J König, T Oksanen and K Towler

33-16-3 Thermal and Mechanical Properties of Timber and Some Other Ma-terials Used in Light Timber Frame Construction - B Källsner and J König

34-16-1 Influence of the Strength Determining Factors on the Fire Resistance Capability of Timber Structural Members – I Totev, D Dakov

34-16-2 Cross section properties of fire exposed rectangular timber members – J König, B Källsner

34-16-3 Pull-Out Tests on Glued-in Rods at High Temperatures – A Mis-chler, A Frangi

35-16-1 Basic and Notional Charring Rates - J König 37-16-1 Effective Values of Thermal Properties of Timber and Thermal Ac-

tions During the Decay Phase of Natural Fires - J König 37-16-2 Fire Tests on Timber Connections with Dowel-type Fasteners – A

Frangi, A Mischler 38-16-1 Fire Behaviour of Multiple Shear Steel-to-Timber Connections with

Dowels – C Erchinger, A Frangi, A Mischler 38-16-2 Fire Tests on Light Timber Frame Wall Assemblies – V Schleifer, A

Frangi 39-16-1 Fire Performance of FRP Reinforced Glulam – T G Williamson, B

Yeh 39-16-2 An Easy-to-use Model for the Design of Wooden I-joists in Fire – J

König, B KäIlsner

39-16-3 A Design Model for Timber Slabs Made of Hollow Core Elements in Fire – A Frangi, M Fontana

40-16-1 Bonded Timber Deck Plates in Fire – J König, J Schmid 40-16-2 Design of Timber Frame Floor Assemblies in Fire – A Frangi, C

Erchinger 41-16-1 Effect of Adhesives on Finger Joint Performance in Fire – J König, J

Norén, M Sterley 42-16-1 Advanced Calculation Method for the Fire Resistance of Timber

Framed Walls – S Winter, W Meyn 42-16-2 Fire Design Model for Multiple Shear Steel-to-Timber Dowelled

Connections – C Erchinger, A Frangi, M Fontana 42-16-3 Comparison between the Conductive Model of Eurocode 5 and the

Temperature Distribution within a Timber Cross-section Exposed to Fire – M Fragiacomo, A Menis, P Moss, A Buchanan, I Clemente

43-16-1 Light Timber Frame Construction with Solid Timber Members - Application of the Reduced Cross-section Method – J König, J Schmid

43-16-2 Fire Exposed Cross-Laminated Timber - Modelling and Tests – J Schmid, J König, J Köhler

43-16-3 Timber-Concrete Composite Floors in Fire – J O'Neill, D Carradine, R Dhakal, P J Moss, A H Buchanan, M Fragiacomo

17 Statistics and data analysis 13-17-1 On Testing Whether a Prescribed Exclusion Limit is Attained – W G

Warren 16-17-1 Notes on Sampling and Strength Prediction of Stress Graded Struc-

tural Timber – P Glos 16-17-2 Sampling to Predict by Testing the Capacity of Joints, Components

and Structures – B Norén 16-17-3 Discussion of Sampling and Analysis Procedures – P W Post 17-17-1 Sampling of Wood for Joint Tests on the Basis of Density – I Smith,

L R J Whale 17-17-2 Sampling Strategy for Physical and Mechanical Properties of Irish

Grown Sitka Spruce – V Picardo 18-17-1 Sampling of Timber in Structural Sizes – P Glos 18-6-3 Notes on Sampling Factors for Characteristic Values – R H Leices-

ter 19-17-1 Load Factors for Proof and Prototype Testing – R H Leicester 19-6-2 Confidence in Estimates of Characteristic Values – R H Leicester


21-6-1 Draft Australian Standard: Methods for Evaluation of Strength and Stiffness of Graded Timber – R H Leicester

21-6-2 The Determination of Characteristic Strength Values for Stress Grades of Structural Timber. Part 1 - A R Fewell and P Glos

22-17-1 Comment on the Strength Classes in Eurocode 5 by an Analysis of a Stochastic Model of Grading - A proposal for a supplement of the design concept – M Kiesel

24-17-1 Use of Small Samples for In-Service Strength Measurement – R H Leicester and F G Young

24-17-2 Equivalence of Characteristic Values – R H Leicester and F G Young

24-17-3 Effect of Sampling Size on Accuracy of Characteristic Values of Machine Grades – Y H Chuff, R Turner and I Smith

24-17-4 Harmonisation of LSD Codes – R H Leicester 25-17-2 A Body for Confirming the Declaration of Characteristic Values – J

Sunley 25-17-3 Moisture Content Adjustment Procedures for Engineering Standards

– D W Green and J W Evans 27-17-1 Statistical Control of Timber Strength – R H Leicester and H O

Breitinger 30-17-1 A New Statistical Method for the Establishment of Machine Settings

– F Rouger 35-17-1 Probabilistic Modelling of Duration of Load Effects in Timber

Structures – J Köhler, S Svenson 38-17-1 Analysis of Censored Data - Examples in Timber Engineering Re-

search – R Steiger, J Köhler 39-17-1 Possible Canadian / ISO Approach to Deriving Design Values from

Test Data – I Smith, A Asiz, M Snow, Y H Chuff 8 Glued joints 20-18-2 Analysis of Generalized Volkersen - Joints in Terms of Linear Frac-

ture Mechanics – P J Gustafsson 20-18-3 The Complete Stress-Slip Curve of Wood-Adhesives in Pure Shear -

H Wernersson and P J Gustafsson 22-18-1 Perspective Adhesives and Protective Coatings for Wood Structures

– A S Freidin 34-18-1 Performance Based Classification of Adhesives for Structural Tim-

ber Applications – R J Bainbridge, C J Mettem, J G Broughton, A R Hutchinson

35-18-1 Creep Testing Wood Adhesives for Structural Use – C Bengtson,B Källander Testing

38-18-1 Adhesive Performance at Elevated Temperatures for Engineered Wood Products – B Yeh, B Herzog, T G Williamson

39-18-1 Comparison of the Pull–out Strength of Steel Bars Glued in Glulam Elements Obtained Experimentally and Numerically – V Rajcic, A Bjelanovic, M Rak

39-18-2 The Influence of the Grading Method on the Finger Joint Bending Strength of Beech – M Frese, H J Blass

43-18-1 Comparison of API, RF and MUF Adhesives Using a Draft Austra-lian/New Zealand Standard – B Walford

19 Fracture mechanics 21-10-1 A Study of Strength of Notched Beams – P J Gustafsson 22-10-1 Design of Endnotched Beams – H J Larsen and P J Gustafsson 23-10-1 Tension Perpendicular to the Grain at Notches and Joints – T A C M

van der Put 23-10-2 Dimensioning of Beams with Cracks, Notches and Holes. An Appli-

cation of Fracture Mechanics – K Riipola 23-19-1 Determination of the Fracture Energie of Wood for Tension Perpen-

dicular to the Grain – W Rug, M Badstube and W Schöne 23-19-2 The Fracture Energy of Wood in Tension Perpendicular to the Grain.

Results from a Joint Testing Project – H J Larsen and P J Gustafsson 23-19-3 Application of Fracture Mechanics to Timber Structures – A Ranta-

Maunus 24-19-1 The Fracture Energy of Wood in Tension Perpendicular to the Grain

– H J Larsen and P J Gustafsson 28-19-1 Fracture of Wood in Tension Perpendicular to the Grain: Experiment

and Numerical Simulation by Damage Mechanics – L Daudeville, M Yasumura and J D Lanvin

28-19-2 A New Method of Determining Fracture Energy in Forward Shear along the Grain – H D Mansfield-Williams

28-19-3 Fracture Design Analysis of Wooden Beams with Holes and Notches. Finite Element Analysis based on Energy Release Rate Approach – H Peterson

28-19-4 Design of Timber Beams with Holes by Means of Fracture Mechan-ics – S Aicher, J Schmidt and S Brunold


30-19-1 Failure Analysis of Single-Bolt Joints – L Daudeville, L Davenne and M Yasumura

37-19-1 Determination of Fracture Mechanics Parameters for Wood with the Help of Close Range Photogrammetry – S Franke, B Franke, K Rau-tenstrauch

39-19-1 First Evaluation Steps of Design Rules in the European and German codes of Transverse Tension Areas – S Franke, B Franke, K Rauten-strauch

20 Serviceability 27-20-1 Codification of Serviceability Criteria – R H Leicester 27-20-2 On the Experimental Determination of Factor kdef and Slip Modulus

kser from Short-and Long-Term Tests on a Timber-Concrete Com-posite (TCC) Beam - S Capretti and A Ceccotti

27-20-3 Serviceability Limit States: A Proposal for Updating Eurocode 5 with Respect to Eurocode 1 – P Racher and F Rouger

27-20-4 Creep Behavior of Timber under External Conditions – C Le Govic, F Rouger, T Toratti and P Morlier

30-20-1 Design Principles for Timber in Compression Perpendicular to Grain – S Thelandersson and A Mårtensson

30-20-2 Serviceability Performance of Timber Floors - Eurocode 5 and Full Scale Testing – R J Bainbridge and C J Mettem

32-20-1 Floor Vibrations – B Mohr 37-20-1 A New Design Method to Control Vibrations Induced by Foot Steps

in Timber Floors – Lin J Hu, Y H Chui 37-20-2 Serviceability Limit States of Wooden Footbridges. Vibrations

Caused by Pedestrians – P Hamm 43-20-1 The Long Term Instrumentation of a Timber Building in Nelson NZ

- the Need for Standardisation - H W Morris, S R Uma, K Gledhill, P Omenzetter, M Worth

21 Test methods 31-21-1 Development of an Optimised Test Configuration to Determine

Shear Strength of Glued Laminated Timber – G Schickhofer and B Obermayr

31-21-2 An Impact Strength Test Method for Structural Timber. The Theory and a Preliminary Study – T D G Canisius

35-21-1 Full-Scale Edgewise Shear Tests for Laminated Veneer Lumber – B Yeh, T G Williamson

39-21-1 Timber Density Restrictions for Timber Connection Tests Accord-ing to EN28970/1SO8970 – A Leijten, J Köhler, A Jorissen

39-21-2 The Mechanical Inconsistence in the Evaluation of the Modulus of Elasticity According to EN384 – T Bogensperger, H Unterwieser, G Schickhofer

40-21 -1 ASTM D 19 8 - Interlaboratory Study for Modulus of Elasticity of Lumber in Bending – A Salenikovich

40-21 -2 New Test Configuration for CLT-Wall-Elements under Shear Load – T Bogensperger, T Moosbrugger, G Schickhofer

41-21-1 Determination of Shear Modulus by Means of Standardized Four-Point Bending Tests – R Brandner, B Freytag, G Schickhofer

43-21-1 Estimation of Load-Bearing Capacity of Timber Connections – J Munch-Andersen, J D Sørensen, F Sørensen

43-21-2 A New Method to Determine Suitable Spacings and Distances for Self-tapping Screws – T Uibel, H J Blalss

100 CIB Timber code 2-100-1 A Framework for the Production of an International Code of Prac-

tice for the Structural Use of Timber – W T Curry 5-100-1 Design of Solid Timber Columns (First Draft) – H J Larsen 5-100-2 A Draft Outline of a Code for Timber Structures – L G Booth 6-100-1 Comments on Document 5-100-1; Design of Solid Timber Columns

– H J Larsen and E Theilgaard 6-100-2 CIB Timber Code: CIB Timber Standards – H J Larsen and E Theil-

gaard 7-100-1 CIB Timber Code Chapter 5.3 Mechanical Fasteners; CIB Timber

Standard 06 and 07 – H J Larsen 8-100-1 CIB Timber Code - List of Contents (Second Draft) – H J Larsen 9-100-1 The CIB Timber Code (Second Draft) 11-100-1 CIB Structural Timber Design Code (Third Draft) 11-100-2 Comments Received on the CIB Code – U Saarelainen; Y M Ivanov,

R H Leicester, W Nozynski, W R A Meyer, P Beckmann; – R Marsh 11-100-3 CIB Structural Timber Design Code; Chapter 3 – H J Larsen 12-100-1 Comment on the CIB Code - Sous-Commission Glulam 12-100-2 Comment on the CIB Code – R H Leicester 12-100-3 CIB Structural Timber Design Code (Fourth Draft) 13-100-1 Agreed Changes to CIB Structural Timber Design Code 13-100-2 CIB Structural Timber Design Code. Chapter 9: Performance in Fire


13-100-3a Comments on CIB Structural Timber Design Code 13-100-3b Comments on CIB Structural Timber Design Code – W R A Meyer 13-100-3c Comments on CIB Structural Timber Design Code – British Stan-

dards Institution 13-100-4 CIB Structural Timber Design Code. Proposal for Section 6.1.5 Nail

Plates – N I Bovim 14-103-2 Comments on the CIB Structural Timber Design Code – R H

Leicester 15-103-1 Resolutions of TC 165-meeting in Athens 1981-10-12/13 21-100-1 CIB Structural Timber Design Code. Proposed Changes of Sections

on Lateral Instability, Columns and Nails – H J Larsen 22-100-1 Proposal for Including an Updated Design Method for Bearing

Stresses in CIB W 18 -Structural Timber Design Code – B Madsen 22-100-2 Proposal for Including Size Effects in CIB W 18A Timber Design

Code – B Madsen 22-100-3 CIB Structural Timber Design Code - Proposed Changes of Section

on Thin-Flanged Beams – J König 22-100-4 Modification Factor for "Aggressive Media" - a Proposal for a Sup-

plement to the CIB Model Code – K Erler and W Rug 22-100-5 Timber Design Code in Czechoslovakia and Comparison with CIB

Model Code – P Dutko and B Kozelouh


1.6 Participants per country Acronyms APA BFH BRE CEI-BOIS COFI CTBA CSIRO CUST FCBA FMPA ETH FORINTEK ISO IVALSA LMT LRBB SP TRADA TU UBC UNIDO USDA VTT

American Plywood Association Federal Res. Centre for Forestry and Forest Products Building Research Establishment European Confederation of woodworking industries Council of Forest Industries Centre Technique du Bois et de l'Ameublement Commonwealth Scientific and Industrial Research Organisation Centre Universitaire des Sciences et Techniques l'Institut Technologique Forêt Cellulose Bois-construction Ameublement Swiss Federal Laboratories for Materials Testing and Research Eidgenössische Technische Hochschule Zürich Canada Wood Products Research Institute International Organization for Standardization Trees and Timber Institute Laboratoire de Mecanique et Technologie, Laboratoire de Rhéologie du Bois de Bordeaux Technical Research Institute of Sweden Timber Research and Development Association Technical University / Techniche Universität University of British Columbia United Nations Industrial Development Organization US Department of Agriculture Technical Research Centre of Finland

Name Initials Affiliation Meetings Australia Becket R New South Wales Inst. of Techn. 19 Breitinger H O CSIRO 27 Bolden S A Pine Australia 27 Boughton G Curtin University of Techn. 21, 27, 31 Callander M University of Technology, Sydney 27 Chelberg R W Forest and Wood products, Sunny-

bank 31

Clancy P Dept. Civ. and Build.Eng., Mel- 30

bourne Crews K University of Technology, Sydney 31, 37, 39, 40,

42, 43 Daziel L CADE Systems, Koo Wee Rup 43 Horrigan A Queensland Forestry Research Inst. 31 Gerber C University of Technology, Sydney 43 Gibney T Timber Imagineering, Melbourne 43 Joe W Research Div. State Forests of NSW 27 Nestic R Tim Gibney and Ass., Melbourne 43 Paevere P CISRO 40 Stringer G R Hyne & Son, Maryborough 27 Syme D R Wentwortville 20 Lu J P CSIRO 27 Leicester R H CSIRO 1, 19, 21, 24,

27, 29, 30, 31, 36, 38

Nestic R Tim Gibney & Associates, Mel-bourne

43

Austria Armbruster E European Federation of Building

Joinery Manufacturers’ Association 7, 8, 9, 11, 12, 15

Augustin M Lignum Research 32, 39 Brandner R Kompetenzzentrum

Holz.bau.forschung 40, 41

Bogensperger T TU Graz 39, 40, 41 Denzler J K Holzforschung Austria 42 Frühwald K Joanneum Res., HDI, Johannesburg 32, 34 Hallett R UNIDO 19 Hasewand B Lignum Research 32 Hübner U Kompetenzzentrum

Holz.bau.forschung 41

Jöbstl A TU Graz 39, 40 Katzengruber R TU Graz 39 Krenn H TU Graz 42 Obermayr B TU Graz 31, 32


Oswald G TU Graz 32 Pirnbacher G TU Graz 42 Pischl R TU Graz 32 Schickhofer G TU Graz 29, 30, 31, 32,

34, 38, 39, 40, 42

Trummer A TU Graz 32 Walner M TU Graz 32 Belgium Broeckx E Institute National du Logement 8 Egerup A Automated Building Components 9, 10, 11 Ingelaere A Automated Building Components 8 Montfort L Institute National du Logement 7, 8, 11, 12 Rathé J Laboratory, Ghent 23, 30, 31 Sonnemans P Institut Belge du Bois 3, 4, 5, 7 Verhorst M G R APA 18 Visser A Automated Building Components 4, 6, 7 Brazil de Freitas A R Institute de Pesquisas 1, 15 Bulgaria Totev I Univers of Arch.,Civ. Eng. & Geod-

esy 34

Cameroun Ayina O University of Yaounde 27 Nguedjio Fouepe

C National School of Eng., Yaounde 32

Canada Aplin E M Aplin Engineering Company 24 Asiz A University of New Brunswick 37, 38 Bach L Alberta Research Council 19 Bartlett M University of Western Ontario 41 Barrett J D Western Forest Products Lab.

Forintek 9, 10, 12, 13, 21, 22, 23, 24, 28, 30

Chui Y H University of New Brunswick 21, 41 Chun Ni Forintek 38, 42 Donkervoort N COFI 9 Eldridge T A Lamco Structural Products 9, 10, 13, 15, 17 Fowler E Eastern Forest Products Laboratory 10 Fouquet R COFI 21 Gongm University of New Brunswick 41 Griffin H COFI 23, 24 Gupta G University of New Brunswick 41 Dring G A Dring Canada Ltd 16 Hem M UBC 30 Henderson C R Weldwood of Canada 10 Johns K University of Sherbroke, Quebec 19 Keenan F J University of Toronto 9 Kennedy D E COFI 3 Foschi R O Western Forest Products Lab. 6, 11, 14, 15, 19 Karacabeyli E Forintek 22, 27, 28, 29,

30, 32, 33, 37,38, 39, 40

Lam F UBC, Vancouver 28, 29, 30, 32, 33, 34, 38, 39, 40, 41, 42

Lau W UBC 30 Lehoux G Royal Military College of Canada 40 Lum C Forintek 21, 26 Madsen B University of British Columbia

Self-employed 6, 10, 15, 18, 19, 21, 22, 24, 25, 28, 30

Masse D J Eng. and Statist. Res. Centre, Ottawa 21 Mathur V Forest Canada, Ottawa 22 Munoz W Forintek 41 Meeks D R Macmillan Bloedel 10 Nielsen P UBC 10 Noory M University of New Brunswick 41


Onysko D Forintek 21 Palka L Forintek 19 Popovski M Forintek 38, 40, 42 Prion H G L UBC 29, 30, 31 Quenneville P Royal Military College 32, 35, 388, 39 Salenikovich A Université Laval, Ouebec 40, 41 Salinas J J Carleton University, Ottawa 21 Smith I University of New Brunswick 20, 21, 26, 29,

34, 40, 41, 42 Stevenson J Macmillan Bloedel 10 Stieda C Western Forest Products Lab. 2, 13, 14, 16,

17, 18, 19, 20, 21, 22, 23, 24, 25, 26

Varoglu E Forintek 21 Vokey H Canadian Wood Council 10 Wilson C R Eastern Forest Products Laboratory 3, 5, 6, 7, 8, 10,

11, 12 Croatia Rajcic V Faculty of Civil Eng., Zagreb 38, 40, 41 Czech Repub-lic

Kuklik P Czech Technical University, Prague 29, 30, 33, 34, 38, 39

Chile Leiva L University of Santiago 27 Denmark Clorius C O Technical University of Denmark 32, 37 Damkilde L Technical University of Denmark 31 Ellegaard P Aalborg University 33, 34, 35, 36 Feldborg T Danish Building Research Institute 2, 6, 19, 20, 21,

22, 23 Hoffmeyer P Technical University of Denmark 2, 6, 19, 20, 28 Johansen M Danish Building Research Institute 1, 2, 3, 4, 5, 6,

7, 8, 9, 11, 13,

14, 15, 16, 17, 18

Kondrup C COWIconsult 19 Larsen H J Aalborg University

Danish Building Research Institute Technical University of Denmark Danish Timber Information

1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43

Mortensen L Aalborg University 30 Munch-Andersen

J Danish Buildning Research Institute Danish Timber Information

37, 41, 42, 43

Nielsen J Aalborg University 32, 33 Egerup A R Technical University of Denmark,

Signode Self-employed Euro-Truss

2, 3, 12, 13, 14, 15, 16, 17, 19, 23, 24, 25, 26, 28

Pedersen M U Technical University of Denmark 32 Riberholt H Technical University of Denmark 2, 3, 11, 13, 16,

17, 18, 19, 20, 21, 22, 23, 24, 39

Steenfos H P Danish Engineering Institution 2 Svensson S Aalborg University 35 Lav B Danish Engineering Institution 2 DDR Rug W Bauakademie der DDR 21, 22 Eire Colclough P R Inst. for Indust. Res. and Standards 11, 12, 18, 19,

20, 21 Harte A National University of Ireland, Gal-

way 39, 40

Picardo V Inst. for Indust. Res. and Standards 9, 16, 20


Robinson W J Inst. for Indust. Res. and Standards 20

Estonia

Oiger K P Tallinn Technical University 30 Finland Absek I Helsinki University of Technology 22 Boren H Finnish Forest Res. Inst., Joensuu 31 Fonselius M VTT 21 Hänhijärvi A VTT 39, 40 Kallioniemi P Ministry of the interior 13 Kairi M Finnforest 31, 33, 34, 37 Kangas J VTT 13, 14, 16, 17,

18, 19, 22, 23, 24, 25, 26, 28, 29, 30, 31, 33, 34

Kelkola T Tampere 16 Kevarinmäki A Helsinki University of Technology 24, 25, 26, 31,

35, 37, 38, 41 Koponen S Helsinki University of Technology 27 Kytomaki R Tampere 20 Leppavuori E K VTT 15, 16, 17 Niskanen E VTT 7 Leskela J Finnish Forest Industries Federation 34, 38 Pennala E Helsinki University of Technology 11, 13, 15 Poutanen T Helsinki University of Technology

Tampere University of Technology 13, 15, 16, 17, 18, 19, 20, 21, 25, 26, 27, 28, 29, 31, 42, 43

Ranta-Maunus A VTT 19, 20, 21, 23, 24, 25, 27, 28, 29, 31, 32, 33, 36, 38, 39, 40, 41, 42

Reckardt T VTT 7 Riipola K VTT 21, 23, 28

Saarelainen U VTT 4, 5, 6, 7, 8, 12, 13, 14, 15, 17, 20, 21, 31

Torratti T Helsinki University of Technology 22, 24, 27 Vesa J Helsinki University of Technology 32 Wright K VTT 19 France Biger J P Bureau Veritas, Paris 33, 34, 36 Blaskovic L INSA de Lyon 40 Crubilé P CTBA 2, 3, 4, 5, 6, 7,

8, 9, 10, 11, 12, 13, 19, 20

Daudeville L LMT Cachan 29, 30, 31, 34 Davenne L LMT Cachan 29 Escudié-Calvignac

M CTBA 13

Faye C FCBA-CTRA Bordeaux 40, 41, 43 Fournely E CUST 24, 29, 35 Galimard P LRBB, Bordeaux 28, 29 Hamou A H CTBA 19 Hochart B CTBA 1 Huc R COFI 4 Lamadon T Bureau Veritas, Saint Quentin en

Yvelines 33, 34

Legovic C CTBA 24 Morlier P LRBB Bordeaux 27, 29 Racher P CUST-University 22, 29, 32, 33,

348, 39 Rouger F CTBA

FCBA-CTBA Paris 22, 23, 25, 26, 28, 29, 30, 31, 32, 33, 35, 40, 43

Vergne A Civil Engineering Laboratory, Aubiers

23, 24, 30

Federal Re-public of


Germany / Germany Aicher S FMPA/Otto Graf Institute 24, 30, 35, 41,

42, 43 Aldi P TU Karlsruhe 42 Bejtka I TU Karlsruhe 38, 39 Becker P Bauhaus University, Weimar 31, 32, 34 Bernasconi A BFH Hamburg 32, 34 Beyersdorfer P TU Karlsruhe 15 Blass H J TU Karlsruhe Technical University

Delft TU Karlsruhe

19, 20, 21, 23, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43

Burger N TU Munich 28, 29, 30 Brüninghof H Ingenieurbüro f. Bauwesen

Glulam/CEI-Bois Bergische Universität Wuppertal

13, 14, 15, 16, 17, 18, 20, 22, 23, 25, 38

Colling F TU Karlsruhe 15, 19, 23, 24, 25

Denzler J TU Munich 36, 37, 38, 39, 40, 41

Deublein M TU Munich 39 Dietsch P TU Munich 42 Dill-Langer G FMPA, Stuttgart 30 Döhrer A Bauhaus University, Weimar 39 Kolb H FMPA/Otto-Graf Institute, Stuttgart 2, 3, 5, 8, 9, 11,

12, 15 Eberhart O TU Karlsruhe 22 Ehlbeck J TU Karlsruhe 5, 10, 11, 12,

13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39

Epple A FMPA Stuttgart 16, 17 Ellebracht V APA 15 Felmoser P TU Karlsruhe 37, 38 Franke S Bauhaus University, Weimar 37, 39 Frese M TU Munich

TU Karlsruhe 38, 39, 40, 41, 42, 43

Frech P TU Karlsruhe 6, 7, 8 Freiseis R TU Karlsruhe 15 Gebhardt G TU Karlsruhe 42 Gerold M TU Karlsruhe 22 Glos P TU Munich 15, 17, 18, 19,

20, 21, 22, 24, 34, 37, 38

Görlacher R TU Karlsruhe 15, 19, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 42, 43

Grosse M Bauhaus University, Weimar 34, 37 Haller P TU Dresden 34, 35, 38 Ham P TU Munich 37 Hartnack R TU Karlsruhe 38 Heiduschke A TU Dresden 39, 40 Henrici D TU Munich 11, 15 Hemmer K TU Karlsruhe 5, 9, 11, 15 Höfflin L FMPA/Otto-Graf Institute Stuttgart 35, 36 Kuhlman U University of Stuttgart 40, 41, 42 Krämer V TU Karlsruhe 32, 33, 34, 38 Kreuzinger H TU Munich 28, 34 Kufner M Institut für Holzforschung 10 Kuilen J W TU Munich/Tu Delft 42 Kürth J TU Karlsruhe 24, 27 Laskewitz B TU Karlsruhe 32, 33 Linsenmann P TU Munich 40 Lehmann S Bauhaus University,Weimar 36


Lükge L COFI 15 Mestek P TU Munich 42 Meyn W Berlin 42 Mohr B Ingenieurbüro Dr.-Ing. Schütz 32 Müller P TU Karlsruhe 15 Möhler K TU Karlsruhe 1, 3, 4, 5, 6, 7,

8, 11, 13, 15 Rautenstrauch K Bauhaus University Weimar 32, 33, 34, 35,

37, 38, 39, 40 Romani M TU Karlsruhe 34 Rug W DDR

Recontie – Timber Engineering 23, 24, 38

Schädle P TU Karlsruhe 41, 43 Schänzlin J TU Karlsruhe 39, 40 Schläger M TU Karlsruhe 25 Schmid M TU Karlsruhe 31, 32, 38, 42 Schober K U Bauhaus University Weimar 35, 36, 41 Siebert W TU Karlsruhe 15 Sieder M TU Munich 42 Stapel P Holzforschung München

TU Munich 41, 43

Steck G TU Karlsruhe 5, 16, 17, 19 Stengelin E TU Karlsruhe 15 Taylor F APA 7

Uibel T TU Karlsruhe 38, 39, 40, 43

Winter S TU Munich 41, 42, 43 Werner H TU Karlsruhe

University of Cooperative Education 22, 25, 27, 28, 38

Wenz J TU Karlsruhe 15 Wolf T TU Darmstadt 32 Zeitter H Ing.büro Wagner Zeitter, Wiesbaden 42 Israel Peer S Technion Haifa 19 Korin U Technion Haifa 15, 17, 18, 19,

20, 21, 23, 24, 25, 27, 28, 33

Italy Ballerini M University of Trento 31, 34, 36, 37,

38, 40 Bignotti G Holzbau, Brixen 22, 23 Capretti S IVALSA 27 Cardinale G Civil Engineering Consultants 19 Ceccotti A Universitá degli Studi di Firenze

IVALSA 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 32, 34, 36, 37, 39, 40, 41, 42, 43

Frangiacomo M University of Sassari, Alghero 39, 40, 41, 42, 43

Follesa M Timber Engineering, Florence 38, 39 Giordano G University of Florence 19 Lauriola M P Timber Engineering, Florence 38 Marchi G U L.P., Milan 19 Moschi M IVALSA 38, 39 Palermo A Politecnico di Milano 39 Paolini L University of Florence 19 Pasanisi M COFI 19 Polastri A University of Trento 41 Piazza M University of Padua 19 Rizzi M IVALSA 38 De Robertis N University of Florence 23, 24 Ruffino M L.P.,Turin 19 Sandhaas C IVALSA 39 Sieni P L.P.,Padua 19 Spinelli P University of Florence 19 Togni M University of Florence 39 Tampone G University of Florence 19 Uzielli L University of Florence 19, 20, 39


Vignoli A Universitá degli Studi di Firenze 18, 19, 20, 22 Zaupa F University of Padua 19 Japan Hirashima Y Forestry and Forest Prod. Res. Inst. 19, 21, 23, 24 Horie K Timber Engineering Institute 27 Jensen J L Inst. Wood Techn. Akita Prefectural

Uni. 35, 36

Minowa C Res. Inst. for earth science and disas-ter prevention

39

Kawai N Building Research Institute, Tsukuba 30, 31, 32, 33, 35, 36

Kitamosi A Wood Research Inst, Kyoto Univer-sity

35

Komatsu K Forestry and Forest Prod. Res. Inst., Tsukuba

21, 25, 27, 30, 31, 32, 35, 37, 40, 41

Nakai T Forestry and Forest Prod. Res. Inst. 10, 21, 22, 22, 27

Nakajima S Building Research Institute, Tsukuba 34, 35, 36 Nogushi M Wood Research Inst, Kyoto Univer-

sity 35, 37

Sasaki T Inst. Wood Techn. Akita Prefectural Uni.

35

Sugiyama H University of Tokyo 35 Yasumura M Building Research Institute, Tsukuba

Shizuoka University 19, 20, 21, 23, 24, 25, 28, 29, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 42, 43

Korea Jang S Chungnam National Institute 27 Latvia Ozola L Latvia University og Agriculture 35, 36, 38 Morocco Kortbi E LPEC 24 Netherlands

Bakens W CIB Blass H J TU Delft 24, 25, 26, 27,

28 Dias A TU Delft 36 Gonzales G TU Eindhoven 35 Janssen J INBAR, TU Eindhoven 33 Jorissen A TU Delft

TU Eindhoven 30, 31, 32, 33, 34, 36, 37, 38, 39, 41, 42, 43

Kuilen J W G van de

TNO 24, 25, 33, 37, 38, 39

Kuipers J TU Delft 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 23, 28, 33

Leijten A TU Delft 21, 22, 23, 24, 27, 29, 30, 31, 32, 33, 35, 36, 38, 39, 41

Meyer W R A TNO 11 Sandhaas C TU Delft 42 Ploos van Am-stel

H TU Delft 6, 10

van de Put T A TU Delft 12, 19, 23, 24 Wagemans L A G TU Delft 33 New Zealand Ardalany M Canterbury University 43 Banks W Carter Holt Harvey, Auckland 43 Beattie G BRANZ, Rotorua 43 Buchanan A H Canterbury University 21, 24, 30, 38,

39, 41, 42, 43 Bier H New Zealand Forest Services 11 Carradine D Canterbury University 42, 43 Cusiel M Canterbury University 43


Franke B Auckland University 43 Franke S Auckland University 43 Giorgini S Canterbury University 43 Jamil M Auckland University 43 Jensen J L Auckland University 41, 42, 43 King A Building Res. Ass. of New Zealand 27 Morris H Auckland University 43 Moss P J Canterbury University 24, 43 O’Neill J Canterbury University 43 Palermo A Canterbury University 43 Quenneville P Auckland University 40, 42, 43 Rodger C CHH Woodproducts, Auckland 43 Scheibmair F Auckland University 43 Simperingham P Carter Holt Harvey Timber Auck-

land 27

Van Beerscho-ten

W Canterbury University 43

Walford G B Forest Research Institute, Rotorua 21, 24, 43 Williamson J Forest Research Institute, Rotorua 27 Zarnami P Auckland University 43 Norway Aasheim E Norwegian Timber Research Insti-

tute 13, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 35

Aune P Norwegian Technical University 6, 7, 10, 16, 19, 21, 28

Birkeland R Norwegian Timber Research Insti-tute

10

Brynildsen O Norwegian Timber Research Insti-tute

1, 2, 3, 4, 5, 6, 7, 8, 16, 20

Bovim N I Norwegian Timber Research Insti-tute

9, 10, 11, 12, 13

Kristiansen O B Norwegian Building Standardisation 6, 7, 9, 14

Lackner R Norwegian Timber Research Insti-tute

16, 17, 19

Leirtun P H Norwegian Building Standardisation 16, 17, 18 Mørkved K Norwegian Timber Research Insti-

tute 16

Ramstad T Ø Norwegian Building Standardisation 16, 17, 18, 21, 23

Solli K H Norwegian Timber Research Insti-tute

18, 29, 34, 37

Weider I Norwegian Timber Research Insti-tute

35

Poland Bany B Centralny Osrodek Badaweso Pro-

jektowy 7, 8, 14

Dziarnowski Z Technical University of Warsaw 14 Kus S Research and Development Centre

for Industrial Building 14

Muszynski L Agricultural Institute of Pozan 28 Nozynski W Centralny Osrodek Badaweso Pro-

jektowy 7, 8, 11, 12, 13, 14

Marosz W Union of Joinery Industry 9, 11, 12, 13, 14 Mielczarek Z Technical University of Szczecin 11, 13, 14, 24,

25 Olejniczak P Agricultural Institute of Pozan 28 Scypenshe B Stolbud 14 Szyperska B Building Research Institute Warsaw 14, 39, 31, 33 Portugal Cruz H LNEC 24 Jorge L F C Polytechnic Institute of Castelo

Branco 36

Pontifice de Sousa

P M LNEC 20

Russia Leparsky L O Central Research Inst, Moscow 4 Slovenia


Dujic B Facult. of Civ. and Geodetic. Engn.,Ljubljana

34, 35, 36, 37, 38, 39, 40, 41, 42

Srpcic J Slov. Nat. Build. And Civ. Eng. Inst. 40 Zarnic R Facult. of Civ. and Geodetic.

Eng.,Ljubljana 36, 40

Sweden Andreasson S Lund University 32 Bengtsson C SP 33, 34, 35, 36,

40, 41, 42 Boström L Lund University 21, 27, 28, 30,

31 Brundin J Swedish Forest Products Research

Laboratory 18, 19, 27, 28, 30

Crocetti R SP 42, 43 Czmoch I Chalmers Technical University 24 Danielsson H Lund University 41 Edlund B Chalmers Technical University 9, 10, 11, 12,

13, 15, 16, 17, 18, 19, 22, 23, 24, 25

Edlund H Svenska Plywoodforeningen 7, 8 Englesson T Swedish Forest Products Research

Laboratory 7

Girhammar U A FORTF Research Department Byggmetodik AB SP

15, 16, 17, 21, 22, 23, 40, 42

Gustafsson P-J Lund University 21, 25, 28 Hansson M Lund University 31, 34, 35, 36 Hedlund H SP 22 Isaksson T I Lund University 28, 30, 31, 32,

34 Johansson G Chalmers Technical University 21, 27 Johansson C J SP 28, 29 Johansson H Luleå University of Technology 33 Johanneson B Chalmers Technical University 7

Johanson C Chalmers Technical University 7 Johnson H Luleå University of Technology 36, 37 Jönsson J Lund University 34, 38 Kliger R Chalmers Technical University 19, 24, 36 Karlsson K Chalmers Technical University 42 Källander B SP 37 Källsner B Swedish Forest Products Res.Lab.

Trätek SP

7, 10, 11, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 42

Norén B Swedish Timber Research Institute 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 16, 17, 18, 19

König J Swedish Timber Research Institute Trätek

19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42

Lukaszewska E Luleå University of Technology 37 Mohager S Dep. Building Materials KTH 20, 21, 22, 23 Mårtensson A Lund University 20, 25, 26, 27 Ohlsson S Chalmers Technical University 21, 25, 28, 34 Perstorper M Chalmers Technical University 24 Petersson H Lund University 25, 27, 28, 31 Robens B Timber Information 7 Schmid J SP 42, 43 Schmidt T Swedish Forest Products Res.Lab. 7, 19 Stehn L Luleå University of Technology 32, 33 Svensson S Lund University 33 Thelandersson S Lund University 20, 21, 23, 24,


25, 26, 27, 28, 30, 31, 33, 34, 35, 38, 40

Thunell B Swedish Forest Products Res.Lab. 7, 8, 9, 10, 11, 16, 17, 18, 19, 21

Tlustochowiez G Luleå University of Technology 42 Wickholm H Timber Information 7 Bryant P A V Council for Industrial and Scientific

Research 6, 7, 8

South Africa Pienar F R P National Timber Research Institute 15 Williams T Hydro-AIR International 8 Simon J A Timber Research Unit 3 Arnold M EMPA 38 Switzerland Deublein ETH

Zürich 39

Erchinger C ETH, Zürich 38 Fink G ETH, Zürich 42 Frangi A ETH Zürich 37, 38, 39, 40 Gehri E ETH Zürich/Rüschlikon 13, 15, 17, 24,

25, 26, 28, 29, 30, 40, 42

Gerber S Purbond AG 42 Kühne H R W EMPA 1 Kessel M EPFL, Lausanne 19 Klippel M ETH, Zürich 42 Köhler J ETH Zurich 36, 37, 38, 40,

41, 42 Natterer J Ecole Federale Lausanne 17 Meierhofer U A EMPA 13, 14, 15, 16,

17, 18, 19, 20, 21, 26, 28, 29, 30

Mischler A ETH Zürich 30, 31, 32, 34

Sandomer M ETH Zürich 41, 42 Schrepler V ETH Zürich 32 Schleifer V ETH Zürich 38 Sigrist C Berner Fachhochschule, Biel 42 Steiger R EMPA 37, 38, 39, 40,

42 Tannert T Berner Fachhochschule, Biel 42, 43 Theiler M ETH Zürich 42 Widmann R EMPA 42 Winter W Ecole Federale Lausanne 17 Abbott A TRADA 21, 22, 23, 24,

25 UK Ansell M P University of Bath 32, 33, 37 Bahadori Jahromi

A Napier University, Edinbrgh 37

Bainbridge R J TRADA 29, 30, 32, 33, 34

Booth L G Imperial College 1, 2, 3, 5, 6, 7, 8, 9, 10, 11, 12, 13, 17, 19

Bradley F University of Strathclyde 37 Bruechert F Napier University, Edinburgh 37 H J Burgess H J TRADA 3, 4, 5, 6, 7, 8,

9, 11, 12, 13, 15, 16, 18, 19, 20, 21, 22, 23

Canisius T D G BRE 25, 28, 29, 31, 32

Chan W W L Consulting Engineer, London 5, 12, 13 Choo B S Nottingham University

Centre for Timber Eng., Edinburgh 24, 25, 35, 36

Chui Y H TRADA 20 Egerup A R Tubney 20 Enjily V BRE 23, 24, 27, 28,

31, 32, 34, 39


Grainger G D 1 Grantham R BRE 32 Griffith D R University of Surrey, Guildford 29 Griffiths B BRE 29, 38 Harris R University of Bath 43 Holland C BRE 29 Kermani A Napier University, Edinburgh 37, 38, 40 Lawrence A ARUP 37, 38 Lee I D G Chipboard Promotion Ass. 16 Levin E TRADA 1, 3, 4 Curry W T BRE, Princes Risborough 1, 2, 3, 4, 5, 7,

8, 9, 11, 12, 13 Fewell A BRE, Princes Risborough 17, 20, 21, 22,

23, 24, 25, 26, 27

Griffin H COFI 24 Mansfield-Williams

H D Buckinghamshire Coll., High Wy-combe

28

Marcroft J P TRADA 23, 29 Mayo A P BRE, Princes Risborough 2, 3, 4, 5, 6 Mitzner R C APA 16, 21 Grimsdale P Swedish Timber Council 7, 8, 9 Jackson P G Automated Building Components 9 Kincaid R R Southern Pine Marketing Council 24 Reece P O Hydro-Air International 1, 4 Reichert T Napier University, Edinburgh 38 Ridley-Ellis D Centre for Timber Eng., Edinburgh 36 Robert Y TRADA 37 Ross P TRADA 37 Sunley J G BRE, Princes Risborough

Self-employed 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 28

Lee I Self-employed 24 Lovegrove R BRE 24 Marcroft J P TRADA 24 Marsh R Arup Associates, 2, 4, 5, 6, 7, 8,

9, 11, 12, 17, 18, 20, 21, 22, 23, 24, 28, 29, 30, 31, 33, 34, 35, 39

Marx C Southern Forest Products Ass. 24 Mettem C J TRADA 20, 22, 23, 24,

25, 26, 27, 28, 29, 30, 31, 32, 33

Milner M TRADA 31 Page A V TRADA 24 Park J COFI 26 Porteous J Napier University, Edinburgh 37 Reffold A P Eleco Technology, Aldershot 29 Reynolds T BRE 30, 31, 32 Swann R A Hydro-Air International 9, 19 Smith J TRADA 16, 17 Steer P Vic Hallam Ltd. 1 Trujillo D CCB Evulution, Bristol 39 Tens V Napier University, Edinburgh 37 Tory J Building Research Establishment 6, 7, 8, 9, 10,

11, 12, 13, 14, 15, 16, 18

Verhorst R APA 15 Whale L TRADA

Eleco Technology, Aldershot 29

Williams T Hydro-Air International 5, 6, 7 Zang J Napier University, Edinburgh 37 Zhang B Napier University, Edinburgh 37 Anthony R Engineering Data Management 24


USA Baker B APA 15, 16, 19 Bohannan B Forest Products Lab. Madison 10 Brown D APA 7, 10, 11, 14,

16, 17, 18 Carradine D M Washington State University 36, 37 Chow P University of Illinois 26 Dolan J D Virginia Polytechnic Institute and

State University Washington State University

26, 28, 31, 36

Douglas B National Forest Products Ass. 22 Eckert R A Weyrhaeuser 10 Elias E G APA 19, 20, 21, 22,

23, 24, 26 Ellebracht V APA 13, 14 Falk R Forest Products Lab, Madison 24, 25, 26 Galligan W L Forest Products Lab, Madison 11 Green D W Forest Products Lab. Madison 21, 22, 23, 25,

26 Gupta R Oregon State University 26, 28 Gutkowski R Colorado State University 35, 36 O’Halloran M R APA 20, 23, 24, 25,

26 Johnson J University of Washington 19, 21 Kasal B North Carolina State University 36 Kincaid R R Virginia Polytechnic Institute 23 Kretschmann D USDA Forest Products Lab. 27 Kuchar A L APA 24 Kurpiel F T APA 9 Mazikins P American Forestry and Paper Ass. 32 McLain T E Virginia Polytechnic Institute 25 Mitzner R C APA 22 Pellerin R Washington State University 6 Pearson R G North Carolina State University 10

Pollock D G National Forest Products Ass. 24 Post P W APA 16 Ritter M Forest Products Lab. Madison 17 Showalter J National Forest Products Ass. 25, 26 Skaggs T APA 43 Snow M Wentwood Inst. of Technology, Bos-

ton 41

Stern G Virginia Polytechnic Institute 1, 6, 10, 13, 14, 15, 17, 18, 19, 20, 21, 23, 24, 25, 26

Stone M F Weyerhauser Co. 23 Taylor P APA 11 Weeks B American Forestry and Paper Ass. 29 Williamson T APA 25, 26, 27, 30,

37, 39, 41, 42 Yeh B APA 32, 33, 34, 35,

36, 37, 39, 38, 40, 41, 42, 43

Zylkowski S APA 29 Zamarev A Gosstroy 13 USSR Centeno J G Universidad de los Andes 10 Venezuela Centeno J G 10 Zimbabwe Beckett R S University of Zimbabwe 15, 16 Creswell D University of Zimbabwe 17 Fawcett D T University of Zimbabwe 16 Machnie W R University of Zimbabwe 20 ISO Sørensen A Secretariat ISO/TC 165 11, 12, 13, 14,

15 NB: Non CIB-members participating in meeting 22 in East Berlin in 1989 is not included in the list.


1.7 Participants per meeting MEETING 1 AUSTRALIA R H Leicester1 BRAZIL A R de Freitas DENMARK M Johansen H J Larsen FRANCE B Hochart NETHERLANDS J Kuipers NORWAY O Brynildsen

SWEDEN B Norén SWITZERLAND H R W Kühne UK L C Booth W T Curry G D Grainger E Levin P O Reece J G Sunley2

WEST GERMANY K Möhler USA E G Stern 1 Corresponding delegate 2 Coordinator W18 and Chairman for meeting

MEETING 2 CANADA C K A Stieda DENMARK T Feldborg M Johansen H J Larsen A R Egerup P Hoffmeyer H Riberholt H P Steenfos B Lav

FRANCE P Crubilé GERMANY H Kolb NETHERLANDS J Kuipers NORWAY O Brynildsen SWEDEN B Norén

UK L G Booth H J Burgess E Levin W T Curry A P Mayo3

J G Sunley2

R Marsh P Steer

2 Coordinator W18 and Chairman for meeting 3 Secretary W18

MEETING 3 BELGIUM P Sonnemans CANADA C R Wilson D E Kennedy DENMARK M Johansen H J Larsen A R Egerup H Riberholt FRANCE P Crubilé

GERMANY H Kolb K Möhler NETHERLANDS D Korfker J Kuipers H Ploos van Amstel P Vermeyden K Griffioen A van der Velden E J Heidema NORWAY O Brynildsen

SWEDEN B Norén SOUTH AFRICA J A Simon UK L G Booth H J Burgess E Levin W T Curry A P Mayo3 J G Sunley2

R Marsh

MEETING 4 BELGIUM P Sonnemans A Visser DENMARK M Johansen H J Larsen FINLAND U Saarelainen FRANCE P Crubilé A R Hue

GERMANY K Möhler NETHERLANDS J Kuipers NORWAY O Brynildsen SWEDEN B Norén

UK H J Burgess E Levin W T Curry A P Mayo J G Sunley R Marsh P O Reece USSR L O Leparsky


MEETING 5 BELGIUM P Sonnemans CANADA C R Wilson DENMARK M Johansen H J Larsen FINLAND U Saarelainen FRANCE P Crubilé

GERMANY J Ehlbeck K Hemmer K Möhler G Steck H Kolb NETHERLANDS J Kuipers NORWAY O Brynildsen

SWEDEN B Norén UK L G Booth H J Burgess W W L Chan W T Curry A P Mayo J G Sunley R Marsh T Williams

MEETING 6 BELGIUM A Visser CANADA R Foschi B Madsen C Wilson DENMARK T Feldborg P Hoffmeyer M Johansen H J Larsen FINLAND U Saarelainen

FRANCE P E H Crubilé FEDERAL REPUBLIC OF GERMANY P Frech K Möhler NETHERLANDS J Kuipers H Ploos van Amstel NORWAY P Aune O Brynildsen O B Kristiansci

SOUTH AFRICA P A V Bryant SWEDEN B Norén UK H J Burgess W T Curry L G Booth R Marsh J G Sunley J R Tory T Williams USA R Pellerin E G Stern

MEETING 7 AUSTRIA E Armbruster BELGIUM L Montfort H Riberholt A Visser CANADA C R Wilson DENMARK M Johansen H J Larsen FINLAND E Niskanen T Rechardt U Saarelainen

FEDERAL REPUBLIC OF GERMANY P Frech K Möhler P Taylor NETHERLANDS J Kuipers NORWAY P Aune O Brynildsen O B Kristiansen FRANCE P E H Crubilé POLAND B Bany W Nozynski SOUTH AFRICA J Simon

SWEDEN H Edlund T Englesson B Johannesson C Johansson B Källsner B Norén B Robens T Schmidt B Thunell H Wickholm UK L G Booth H J Burgess W T Curry P Grimsdale R March J G Sunley J R Tory T Williams USA D H Brown


MEETING 8 AUSTRIA E Armbruster BELGIUM E Broeckx A Ingelaere L Montfort CANADA C R Wilson DENMARK M Johansen H J Larsen FINLAND U Saarelainen

FEDERAL REPUBLIC OF GERMANY P Frech H Kolb K Möhler FRANCE P Crubilé NETHERLANDS J Kuipers NORWAY O Brynildsen POLAND B Bany W Nozynski

SOUTH AFRICA T Williams SWEDEN B Edlund B Norén B Thunell UK L G Booth H J Burgess W T Curry P Grimsdale R Marsh J G Sunley J R Tory

MEETING 9 AUSTRIA E Armbruster BELGIUM A R Egerup CANADA J D Barrett N Donkervoort T A Eldridge F J Keenan DENMARK M Johansen H J Larsen FEDERAL REPUBLIC OF GERMANY K Hemmer Kolb

FRANCE P E H Crubilé IRLAND V Picardo NETHERLANDS J Kuipers NORWAY N I Bovim O B Kristiansen POLAND W Marosz W Nozynski

SWEDEN B Edlund B Norén B Thunell UK L G Booth H J Burgess W T Curry P Grimsdale P G Jackson R Marsh R A Swann J G Sunley J R Tory USA F T Kurpiel

MEETING 10 BELGIUM A R Egerup CANADA D Barrett T A Eldridge E Fowler C R Henderson B Madsen D R Meeks P Nielsen J Stevenson H Vokey C R Wilson DENMARK H J Larsen

FRANCE P E H Crubilé FEDERAL REPUBLIC 0F GERMANY J Ehllbeck M Kufner JAPAN T Nakai NETHERLANDS J Kuipers UK L G Booth J G Sunley J R Tory

NORWAY P Aune R Birkeland N I Bovim SWEDEN B Edlund B Källsner B Norén B Thunell UNITED STATES OF AMERICA B Bohannan D H Brown R A Eckert R G Pearson E G Stern VENEZUELA J G Centeno


MEETING 11 AUSTRIA E Armbruster BELGIUM A Egerup L Montfort CANADA R O Foschi C R Wilson DENMARK M Johansen H J Larsen H Riberholt EIRE P R Colclough FEDERAL REPUBLIC OF GERMANY J Ehlbeck K Hemmer D Henrici H Kolb K Möhler

FINLAND E Pennala, FRANCE P E H Crubilé NETHERLANDS J Kuipers W R A Meyer NEW ZEALAND H Bier NORWAY N I Bovim POLAND W Marosz Z Mielczarek W NOZYNSKI

SWEDEN B Edlund B Källsner B Norén B Thunell UK L G Booth H J Burgess W T Curry R Marsh J G Sunley J R Tory USA D H Brown W L Galligan P Taylor ISO A Sørensen

MEETING 12 AUSTRIA E Armbruster BELGIUM L Montfort CANADA J D Barrett C R Wilson DENMARK A Egerup H J Larsen FEDERAL REPUBLIC OF GERMANY J Ehlbeck H Kolb K Möhler

FINLAND U Saarelainen FRANCE P E H Crubilé IRLAND P R Colclough NETHERLANDS J Kuipers T A Van der Put NORWAY N I Bovim POLAND W Marosz W Nozynski

SWEDEN B Edlund B Norén UK L G Booth H J Burgess W W Chan W T Curry R Marsh J G Sunley J R Tory ISO A Sørensen


MEETING 13 CANADA J D Barrett T A Eldridge C K Stieda DENMARK A Egerup M Johansen H J Larsen H Riberholt FINLAND F Kallioniemi J Kangas E K Leppävuori E Pennala T Poutanen U Saarelainen FEDERAL REPUBLIC OF GERMANY H Brüninghoff J Ehlbeck K Möhler

FRANCE P Crubilé M Escudié-Calvignac NETHERLANDS J Kuipers NORWAY E Aasheim N I Bovim POLAND W Marosz Z Mielczarek W Nozynski SWEDEN B Edlund B Källsner B Norén

SWITZERLAND E Gehri U A Meierhofer USSR A Zamarev UK L G Booth H J Burgess W W Chan W T Curry J G Sunley J R Tory USA V Ellebracht G Stern ISO A Sørensen

MEETING 14 CANADA R O Foschi C K Stieda DENMARK A Egerup M Johansen H J Larsen FINLAND J Kangas U Saarelainen FEDERAL REPUBLIC OF GERMANY H Brüninghoff J Ehlbeck

NETHERLANDS J Kuipers NORWAY N Bovim POLAND B Bany Z Dziarnowski S Kus W Marosz Z Mielczarek W Nozynski B Scypenshe SWEDEN B Källsner B Norén

SWITZERLAND U Meierhofer UK G Sunley J R Tory UNITED STATES OF AMERICA D H Brown V Ellebracht G Stern ISO A Sorensen


MEETING 15 AUSTRIA E Armbruster BRAZIL A R de Freitas CANADA T A Eldridge R O Foschi B Madsen DENMARK A R Egerup M Johansen H Riberholt

FEDERAL REPUBLIC OF GERMANY P Beyersdorfer H Brüninghoff F Colling J Ehlbeck V Ellebracht R Freiseis P Glos R Gör1acher K Hemmer D Henrici H Kolb L Lükge K Möhler P Müller W Siebert G Steck E Stengelin J Wenz FINLAND E K Leppavuori E Pennala T Poutanen U Saarelainen ISRAEL U Korin NETHERLANDS J Kuipers

NORWAY E Aasheim SOUTH AFRICA F R P Pienaar SWEDEN B Edlund U A Girhammar B Källsner SWITZERLAND E Gehri U A Meierhofer UK H J Burgess J G Sunley J Tory R Verhorst UNITED STATES B Baker E G Stern ZIMBABWE R S Beckett ISO A Sorensen

MEETING 16 CANADA G A Dring C K A Stieda DENMARK A Egerup M Johansen H J Larsen H Riberholt FEDERAL REPUBLIC OF GERMANY H Brüninghoff J Ehlbeck A Epple P Glos G Steck FINLAND J Kangas T Kelkola E K Leppavuori T Poutanen

IRELAND V Picardo ISRAEL U Korin NETHERLANDS J Kuipers NORWAY E Aasheim P Aune 0 Brynildsen R Lackner P H Leirtun K Mørkved T Ø Rams tad SWEDEN B Edlund B Kallsnner B Norén B Thunell

SWITZERLAND U A Meierhofer UK H J Burgess I D G Lee R Marsh R C Mitzner J G Sunley J Tory USA W A Baker P W Post ZIMBABWE R Beckett D T Fawcett


MEETING 17 CANADA T A Eldridge C K A Stieda DENMARK A Egerup M Johansen H Ri berholt FEDERAL REPUBLIC OF GERMANY H Brüninghoff J Ehbeck E Apple P Glos G Steck FINLAND J Kangas E K Leppavuori T Poutanen U Saareleinen

ISRAEL U Korin NETHERLANDS J Kuipers NORWAY E Aasheim R Lackner P H Leirtun T Ø Ramstad SWEDEN B Edlund U Girhammer B KälIsner B Norén B Thunell

SWITZERLAND E Gehri U A Meierhofer J Natterer W Winter UK L G Booth H J Burgess A Fewell R Marsh J Smith J G Sunley USA D H Brown E G Stern ZIMBABWE D Cresswell

MEETING 18 BELGIUM M G R Verhorst CANADA B Madsen C Stieda DENMARK M Johansen H J Larsen H Riberholt FEDERAL REPUBLIC OF GERMANY H Brüninghoff J Ehlbeck P Glos FINLAND J Kangas T Poutanen

IRELAND P R Colclough ISRAEL U Korin ITALY A Ceccotti A Vignoli NETHERLANDS J Kuipers NORWAY E Aasheim P H Leirtun T Ø Ramstad

SWEDEN J Brundin B Edlund B Källsner B Norén B Thunell SWITZERLAND U A Meierhofer UK H J Burgess R F Marsh I Smith J G Sunley J Tory USA D H Brown E G Stern


MEETING 19 AUSTRALIA R Beckett R H Leicester AUSTRIA R Hallett CANADA L Bach R O Foschi K Johns B Madsen L Palka C K A Stieda DENMARK A Egerup T Feldborg P Hoffmeyer C Kondrup H J Larsen H Riberholt FEDERAL REPUBLIC OF GERMANY H J Blass H Brüninghoff F Lolling J Ehlbeck P Glos R Görlacher G Steck

FINLAND J Kangas T Poutanen A Ranta-Maunus K Wright FRANCE A H Hamou P Crubilé IRELAND P Colclough ISRAEL U Korin S Peer ITALY G Cardinale A Ceccotti G Giordano G U Marchi L Paolini M Pasanisi M Piazza M Ruffino P Sieni P Spinelli G Tampone L Uzielli A Vignoli F Zaupa

JAPAN Y Hirashima M Yasumura NETHERLANDS J Kuipers T van der Put NORWAY E Aasheim P Aune R Lackner SWEDEN J Brundin B Edlund B Källsner R Kliger J König B Norén T Schmidt B Thunell SWITZERLAND U Meierhofer M Kessel UK G Booth H Burgess A R Fewell R Marsh J G Sunley L Whale

MEETING 20 AUSTRALIA D R Syme CANADA I Smith C K A Stieda DENMARK T Feldborg P Hoffmeyer H J Larsen H Riberholt FEDERAL REPUBLIC OF GERMANY H J Blass H Brüninghoff J Ehlbeck P Glos FINLAND R Kytomäki T Poutanen A Ranta-Maunus U Saarelainen

FRANCE P Crubilé IRELAND P R Colclough V Picardo W J Robinson ISRAEL U Korin ITALY A Ceccotti L Uzielli A Vignoli JAPAN M Yasumura NETHERLANDS J Kuipers NORWAY E Aasheim O A Brynildsen PORTUGAL P M Pontific de Sousa

SWEDEN B Källsner J König A Mårtensson S Mohager S Thelandersson SWITZERLAND U A Meierhofer UK H J Burgess Y H Chui A R Egerup A R Fewell R Marsh C J Mettem J G Sunley L Whale USA E G Elias M R H'Halloran E G Stern ZIMBABWE W R Mackechnie


MEETING 21 AUSTRALIA G Boughton R H Leicester CANADA J D Barrett RFouquet Y H Chui C Lum B Madsen D J Masse D Onysko J J Salinas I Smith C K A Stieda E Varoglu DENMARK T Feldborg H J Larsen H Riberholt FEDERAL REPUBLIC OF GERMANY H J Blass J Ehlbeck P Glos FINLAND M Fonselius T Poutanen A Ranta-Mauni K Riipola U Saarelainen

DDR W Rug IRELAND P R Colclough ISRAEL U Korin ITALY A Ceccotti JAPAN Y Hirashima K Komatsu T Nakai M Yasumura NETHERLANDS J Kuipers A J M Leijten NEW ZEALAND A H Buchanan G B Watford NORWAY E Aasheim P Aune T Ramstad

SWEDEN L Boström A Girhammar P J Gustafsson G Johansson B Källsner U König S Mohager S Ohlsson S Thelandersson B Thunell SWITZERLAND U A Meierhofer UK A R Abbott H J Burgess A R Fewell R Marsh R C Mitzner J G Sunley L R J Whale USA E G Elias D W Green Johnson E G Stern

MEETING 22 - CIB W18 members CANADA J D Barrett E Karacabeyli B Madsen V Mathur C K A Stieda DENMARK H J Larsen. T Feldborg H Riberholt FEDERAL REPUBLIC OF GERMANY H Brüninghof O Eberhart J Ehlbeck M Gerold P Glos H Werner FINLAND I Absek JKangas TToratti

FRANCE P Racher F Rouger DDR W Rug ITALY G Bignotti A Ceccotti A Vignoli JAPAN T Nakai M Yasumura NETHERLANDS A J M Leijten NORWAY E Aasheim

SWEDEN B Edlund U Girhammar B Hedlund B Källsner J König S Mohager UK A R Abbott H T Burgess A R Fewell C J Mettem R F Marsh J G Sunley USA B Douglas E Elias D W Green R C Mitzner


MEETING 22 - NON CIB W18 members CZECHOSLOWAKIA P Dutko B Kozelough V Mahuliak A Pozgai J Sedlar DDR R Apitz M Badstube E Delock K Erler Fischer K Geier Grimm T Hanack B Hertel Hoeher P Kaiser M Kiesel

DDR (continued) E Koitzsch E Kothe L Krahmer W Kreissig U Laduch K Lissner S Patzig R Plessow K Schulze A Seemann R Siemoneit W Vogt K H Zimmer HUNGARY A Josza F Ronai

POLAND B Bany R Ganowicz J Kerste Z Mielczarek W Nozynsky USSR Baltrusati A S Freidin L Kowaltschul T Lomakin Y Slavik S B Turkowski

MEETING 23 BELGIUM J Rathe CANADA J D Barrett H Griffin C K A Stieda DENMARK A Egerup T Feldborg H J Larsen H Riberholt FINLAND J Kangas A Ranta-Maunus K Riipola FRANCE F Rouger A Vergne GERMANY H J Blass H Brüninghoff F Lolling J Ehlbeck W Rug

ISRAEL U Korin ITALY G Bignotti A Ceccotti N de Robertis JAPAN Y Hirashima M Yasumura NETHERLANDS J Kuipers A J M Leijten T C van der Put NORWAY E Aasheim T Ramstad PORTUGAL P P De Sousa

SWEDEN B Edlund U A Girhammar B Källsner J König S Mohager S Ohlsson S Thelandersson SWITZERLAND U A Meierhofer UK A R Abbott H J Burgess V Enjily A Fewell J P Marcroft R F Marsh C J Mettem J G Sunley L R J Whale USA E G Elias D W Green R R Kincaid M R O'Hallorar E G Stern M F Stone


MEETING 24 AUSTRALIA R H Leicester CANADA E M Aplin J D Barrett H Griffin B Madsen I Smith C K A Stieda DENMARK A Egerup T Feldborg H J Larsen H Riberholt FINLAND J Kangas A Kevarinmaki A Ranta-Maunus T Toratti FRANCE E Fournely C Legovic F Rouger GERMANY S Aicher F Colling J Ehlbeck P Glos R Görlacher J Kurth I W Rug IRELAND P R colclough V Picardo

ISRAEL U Korin ITALY A Ceccotti N de Robertis JAPAN Y Hirashima M Yasumura MOROCCO E Kortbi NEW ZEALAND A Buchanan P J Moss B Walford NETHERLANDS H J Blass A J M Leijten J W G van de Kuilen T C van der Put G Sebestyen NORWAY E Aasheim POLAND Z Mielczarek B Szyperska PORTUGAL H Cruz

SWEDEN I Czmoch B L O Edlund B Källsner R Kliger J König M Perstorper S Thelandersson SWITZERLAND E Gehri UK A R Abbott B S Choo V Enjily A Fewell H Griffin R R Kincaid I Lee R Lovegrove J P Marcroft R F Marsh C Marx C J Mettem J G Sunley L R J Whale A V Page USA R Anthony E G Elias B Falk A L Kuchar M R O'Halloran D G Pollock E G Stern

MEETING 25 CANADA B Madsen C K A Stieda DENMARK A Egerup H J Larsen FINLAND J Kangas A Kevarinmaki A Ranta-Maunus T Poutanan FRANCE F Rouger GERMANY H Brüninghoff F Colling J Ehlbeck R Görlacher M Schläger H Werner ISRAEL U Korin

ITALY A Ceccotti JAPAN M Yasumura K Komatsu NETHERLANDS H J Blass J W G van de Kuilen NORWAY E Aasheim POLAND Z Mielczarek SWEDEN B L O Edlund B Källsner J König S Thelandersson H Petersson S Ohlsson P J Gustafsson A Mårtensson

SWITZERLAND E Gehri UK A R Abbott B S Choo A R Fewell C J Mettem J G Sunley T D G Canisius USA M R O'Halloran E G Stern T E McLain D W Green R Falk J Showalter T Williamson


MEETING 26 CANADA C Lum I Smith C K A Stieda. DENMARK A Egerup H J Larsen FINLAND J Kangas A Kevarinmäki T Poutanen FRANCE F Rouger GERMANY J Ehlbeck R Görlacher

ITALY A Ceccotti NETHERLANDS H J Blass NORWAY E Aasheim SWEDEN B Källsner J König A Mårtensson S Thelandersson SWITZERLAND E Gehri U Meierhofer

UK A R Abbott A R Fewell C J Mettem J Park USA P Chow J D Dolan E Elias R Falk D W Green R Gupta M R O'Halloran J Showalter E G Stern T Williamson

MEETING 27 AUSTRALIA S A Bolden G Boughton H O Breitinger M Callander W Joe R H Leicester J P Lu G R Stringer CAMEROON O Avina CANADA E Karacabeyli C Lum CHILE L Leiva DENMARK H J Larsen FINLAND A Ranta-Maunus S Koponen T Poutanen T Toratti

FRANCE F Rouger P Monier GERMANY J Ehlbeck R Görlacher J Kurth H Werner ISRAEL U Korin ITALY S Capretti A Ceccotti JAPAN K Horie K Komatsu T Nakai KOREA S Jang NETHERLANDS H J Blass W Gard A D Leijten

NEW ZEALAND P Simperingham A King J Williamson NORWAY E Aasheim SWEDEN L Boström J Brundin G Johansson B Källsner J König A Mårtensson H Petersson S Thelandersson UK V Enjily A R Fewell C J Mettem L Whale USA D Kretschmann M Ritter T Williamson


MEETING 28 CANADA J D Barrett E Karacabeyli F Lam B Madsen DENMARK A Egerup P Hoffrneyer H J Larsen FINLAND J Kangas A Ranta-Maunus K Riipola T Poutanen FRANCE P Galimard F Rouger GERMANY N Burger J Ehlbeck R Görlacher H Kreuzinger H Werner

ITALY A Ceccotti JAPAN M Yasumura NETHERLANDS H J Blass J Kuipers A D Leijten NORWAY P Aune E Aasheim K H Solli POLAND L Muszyfiski P Olejniczak C J Johanson B Källsner J König S Ohlson H Peterson S Thelandersson

SWEDEN L Boström J Brundin P J Gustafson T Isaksson SWITZERLAND E Gehri A U Meierhofer UK T D G Canisius V Enjily A R Fewell H D Mansfield-Williams R F Marsh C J Mettem J Sunley USA J D Dolan R Gupta

MEETING 29 AUSTRALIA R Leicester AUSTRIA G Schickhofer CANADA E Karacabeyli F Lam H G L Prion I Smith CZECH REPUBLIC P Kuklik DENMARK H J Larsen FINLAND J Kangas T Poutanen A Ranta-Maunus

FRANCE L Daudeville L Davenne E Fourneley P Galimard P Morlier P Racher F Router GERMANY H J Blass N Burger J Ehlbeck R Görlacher JAPAN M Yasumura NETHERLANDS A D Leijten NORWAY K H Solli POLAND B Szyperska

SWEDEN C J Johansson B Källsner J König SWITZERLAND E Gehri A U Meierhofer UK R J Bainbridge T D G Canisius D R Griffiths C NETHERLANDS J Marcroft C J Mettem R Marsh A P Reffold L R J Whale USA B Weeks S Zylkowski


MEETING 30 AUSTRALIA P Clancy R H Leicester AUSTRIA G Schickhofer BELGIUM J Rathé CANADA R D Barrett Ming He E Karacabeyli F Lam W Lau B Madsen H G L Prion CZECH REPUBL P Kuklik DENMARK H J Larsen L Mortensen ESTONIA K P Oiger

FINLAND J Kangas FRANCE L Daudeville L Davenne F Rouger A Vergne GERMANY S Aicher H J Blass N Burger G Dill-Langer J Ehlbeck R Görlacher ITALY A Cecotti JAPAN N Kawai K Komatsu M Yasumura NETHERLANDS A Jorissen A D Leijten C E Pollington

NEW ZEALAND A Buchanan NORWAY Aasheim SWEDEN L Boström J Brundin T I Isaksson B Källsner J König S Thelandersson SWITZERLAND E Gehri A U Meierhofer A Mischler UK J Bainbridg Marsh C J Mettem T Reynolds USA T Williamson

MEETING 31 AUSTRALIA G N Boughton R W Chelberg K Crews A Horrigan R H Leicester AUSTRIA B Obermayr G Schickhofer BELGIUM J Rathé CANADA H G L Prion DENMARK L Damkilde H J Larsen

FINLAND H Boren M Kairi J Kangas A Kevaninmäki T Poutanen A Ranta-Maunus U Saarelainen FRANCE L Daudeville F Rougér GERMANY P Becker H J Blass J Ehlbeck R Gör1acher M Schmid JAPAN N Kawai K Komatsu M Yasumura NETHERLAND" A Jorissen A D Leijten

POLAND B Szyperska SWEDEN L Boström M Hansson T Isaksson B Källsner J König H Petersson S Thelandersson SWITZERLAND A Mischler UK T D G Canisius V Enjily R Marsh C J Mettem M Milner T Reynolds USA J D Dolan


MEETING 32 AUSTRIA M Augustin K Frühwald B Hasewend B Obermayr G Oswald R Pischl G Schickhofer A Trummer M Wanner CAMEROON C Nguedjio Fouepe CANADA E Karacabeyli F Lam P Quenneville DENMARK C O Clorius H J Larsen J Nielsen M U Pedersen FINLAND A Ranta-Maunus J Vesa

FRANCE P Racher F Rouger GERMANY P Becker A Bernasconi H J Blass J Ehlbeck R Görlacher V Krämer B Laskewitz B Mohr K Rautenstrauch M Schmid T Wolf ITALY M Ballerina A Ceccotti JAPAN N Kawai K Komatsu M Yasumura NETHERLANDS A Jorissen A D Leijten

SWEDEN S Andreasson T Isaksson B Källsner J König L Stehn S Svensson S Thelandersson SWITZERLA ND A Mischler V Schrepfer UK M P Ansell R Bainbridge T D G Canisius V Enjily R Grantham C J Mettem T Reynolds USA P Manikins B Yeh

MEETING 33 CANADA E Karacabeyli F Lam CZECH REPUBLIK P Kuklik DENMARK P Ellegaard H J Larsen J Nielsen FINLAND M Kairi J Kangas A Ranta-Maunus FRANCE J P Biger T Lamadon P Racher F Rouger

GERMANY H J Blass J Ehlbeck R Görlacher V Kramer B Laskewitz K Rautenstrauch ISRAEL U Korin ITALY A Ceccotti M Ballerina JAPAN N Kawai M Yasumura NETHERLANDS J Janssen A Jorissen J Kuipers A D Leijten J W van de Kuilen L A G Wagemans

POLAND B Szyperska SWEDEN C Bengtsson H Johansson B Källsner J König L Stehn S Svensson S Thelandersson UK M P Ansell R Bainbridge R F Marsh C J Metter USA B Yeh


MEETING 34 AUSTRIA K Frühwald G Schickhofer BULGARIA I Totev CANADA F Lam I Smith CZECH REPUBLI P Kuklik DENMARK P Ellegaard H J Larsen J Nielsen FINLAND M Kairi J Kangas J Leskela FRANCE J P Biger L Daudeville T Lamadon P Racher F Rouger

GERMANY P Becker A Bernasconi H J Blass J Ehlbeck P Glos R Görlacher M Grosse P Haller V Krämer H Kreuzinger K Rautenstrauch M Romani ITALY M Ballerina A Ceccotti JAPAN S Nakajima M Yasumura THE NETHERLANDS W Bakens A Jorissen

NORWAY K Solli SLOVENIA B Dujic SWEDEN C Bengtson M Hanson T Isaksson J Jönsson B Källsner J König S Ohlsson S Thelandersson SWITZERLAND A Mischler UK R Bainbridge R F Marsh V Enjily USA B Yeh

MEETING 35 CANADA P Quenneville DENMARK P Ellegaard H J Larsen S Svensson FINLAND A Kevarinmäki FRANCE E Fournely F Rouger GERMANY S Aicher H J Blass J Ehlbeck R Görlacher P Haller L Höfflin K Rautenstrauch K U Schober

JAPAN J Jensen N Kawai A Kitamosi K Komatsu S Nakajima M Noguchi T Sasaki H Sugiyama M Yasumura LATVIA B Ozola NORWAY E Aasheim I Weider SLOVENIA B Dujic

SWEDEN C Bengtson M Hanson B Källsner J König S Thelandersson THE NETHERLANDS G Gonzalez A D Leijten UK B S Choo R F Marsh USA R Gutkowski B Yeh


MEETING 36 AUSTRALIA B Leicester CANADA F Lam I Smith DENMARK P Ellegaard H J Larsen FINLAND A Ranta-Maunus FRANCE J P Biger GERMANY H J Blass J Denzler R Görlacher L Höfflin S Lehmann K U Schober

ITALY A Ceccotti M Ballerini JAPAN J Jensen N Kawai K Komatsu S Nakajima M Yasumura LATVIA L Ozola NEW ZEALAND H Bier PORTUGAL L F C Jorge SLOVENIA B Dujic R Zarnic

SWEDEN C Bengtson M Hanson H Johnson R Kliger SWITZERLAND J Köhler THE NETHERLANDS A Dias A Jorissen A D Leijten UK B S Choo D Ridley-Ellis USA D M Carradine J D Dolan R Gutkowski B Kasal B Yeh

MEETING 37 CANADA A Asiz Y H Chui F Lam E Karacabeyli G Lehoux P Quennville DENMARK C Clorius H J Larsen J Munch-Andersen FINLAND M Kairi A Kevarinmäki FRANCE F Rouger GERMANY H J Blass J Denzler J Ehlbeck P Fellmoser S Franke P Glos R Görlacher M Grosse P Hamm K Rautenstrauch

IRELAND A Harte ITALY M Ballerina A Ceccotti JAPAN K Komatsu M Noguchi M Yasumura NORWAY K Solli SLOVENIA B Dujic SWEDEN H Johnsson B Källander B Källsner J König E Lukaszewska SWITZERLAND A Frangi J Köhler R Steiger

THE NETHERLANDS A Jorissen J W van der Kuilen UK M Ansell F Bradley A Bahadori Jahromi F Bruechert A Lawrence A Kerman A Page J Porteous D Ridley-Ellis Y Robert P Ross V Tens B Zhang J Zang USA D M Carradine B Yeh T Williamson


MEETING 38 AUSTRALIA B Leicester AUSTRIA G Schickhofer CANADA A Asiz F Lam Chun Ni E Karacabeyli M Popovski P Quenneville CZECH REPUBLJC P Kuklik CROATIA V Rajcic DENMARK H J Larsen FINLAND A Kevarinmäki J Leskeld A Ranta-Maunus

GERMANY I Bejtka H J Blass H Brüninghoff J Denzler J Ehlbeck P Fellmoser M Frese P Glos R Görlacher P Haller R Hartnack V Krämer K Rautenstrauch W Rug M Schmid T Uibel H Werner ITALY M Ballerina M Follesa M P Lauriola M Moschi M Rizzi A Ceccotti JAPAN M Yasumura LATVIA L Ozola

NEW ZEALAND A Buchanan SLOVENIA B Dujic SWEDEN J Måsson B Källsner J König S Thelandersson SWITZERLAND M Arnold C Erchinger A Frangi J Köhler V Schleifer R Steiger THE NETHERLADS A Jorissen J W van der Kuilen A Leijten UK B Griffiths A Kermani A Lawrence T Reichert USA B Yeh

MEETING 39 AUSTRALIA K Crews AUSTRIA M Augustin T Bogensperger A Jöbstel R Katzengruber G Schickhofer CANADA A Asiz E Karacabeyli F Lam P Quenneville I Smith CZECH REPUBLIC P Kuklik DENMARK H J Larsen H Riberholt FINLAND A Hanhijärvi A Ranta-Maunus FRANCE P Racher

GERMANY I Bejtka H J Blass J Denzler M Deublein A Döhrer J Ehlbeck B Franke S Franke M Frese R G6rlacher A Heiduschke K Rautenstrauch J Schänzlin T Uibel IRELAND A Harte, ITALY A Ceccotti M Follesa M P Lauriola M Moschi A Palermo C Sandhaas M Togni L Uzielli JAPAN C Minowa M Yasumura

SLOVENIA B Dujic SWEDEN B Källsner J König SWITZERLAND A Frangi R Steiger THE NETHERLAVDS A Jorissen A Leijten J W van de Kuilen NEW ZEALAN) A Buchanan M Fragiacomo UK V Enjily R Marsh D Trujillo USA T Williamson B Yeh


MEETING 40 AUSTRALIA K Crews P Paevere AUSTRIA T Bogensperger R Brandner A Jöbstl G Schickhofer CANADA Chun Ni E Karacabeyli F Lam G Lehoux M Popovski A Salenikovich I Smith CROATIA V Rajcic DENMARK H J Larsen FINLAND A Hanhijärvi A Ranta-Maunus

FRANCE L Blaskovic C Faye F Rouger GERMANY H J Blass J Denzler M Frese R Görlacher A Heiduschke U Kuhlmann P Linsenmann. K Rautenstrauch J Schänzlin T Uibel IRELAND A Harte ITALY M Ballerina A Ceccotti M Fragiacomo JAPAN K Komatsu M Yasumura NEW ZEALAN) P Quenneville

SLOVENIA B Dujic J Srpcic R Zarnic SWEDEN C Bengtsson U A Girhammar J König S Thelandersson SWITZERLAND E Gehri A Frangi M Deublem J Köhler R Steiger THE NETHERLANDS A Jorissen A J M Leijten J W van de Kuilen P de Vries UK A Kermani USA T Williamson B Yeh

MEETING 41 AUSTRIA R Brandner A Jöbstl U Hübner CANADA A Asiz M Bartlett Ying H. Chuff M Gong G Gupta F Lam W Munoz M Noory A Salenikovich I Smith CROATIA V Rajcic DENMARK H J Larsen J Munch-Andersen FINLAND A Kevarinmäki A Ranta-Maunus

FRANCE C Faye GERMANY S Aicher H J Blass J Denzler M Frese R Görlacher U Kuhlmann P Schädle K U Schober P Stapel S Winter ITALY A Ceccotti M Fragiacomo A Polastri JAPAN K Komatsu NEW ZEALAND A Buchanan J Jensen

SLOVENIA B Dujic SWEDEN C Bengtson J König B Källsner H Danielson SWITZERLAND M Sandomeer J Köhler R Steiger THE NETHERLANDS A Jorissen A J M Leijten USA M Snow T Williamson B Yeh


MEETING 42 AUSTRALIA K Crews AUSTRIA J K Denzler H Krenn G Pirnbacher G Schickhofer CANADA F Lam Chun Ni M Popovski I Smith DENMARK H J Larsen J Munch-Andersen FINLAND A Ranta-Maunus T Poutanen GERMANY S Aicher P Aldi H J Blass P Dietsch M Frese G Gebhardt

GERMANY (cont.) R Görlacher U Kuhlmann J W van de Kuilen P Mestek W Meyn S Schmid M Sieder S Winter H Zeitter ITALY A Ceccotti M Fragiacomo JAPAN I Yasumura THE NETHERLANDS A Jorissen C Sandhaas NEW ZEALAND A Buchanan D Carradine J Jensen P Quenneville SLOVENIA B Dujic

SWEDEN C Bengtsson R Crocetti U A Girhammar K Karlsson B Källsner J König J Schmid G Tlustochowicz SWITZERLAND G Fink A Frangi E Gehri S Gerber R Jockwer M Klippel J Köhler M Sandomeer C Sigrist R Steiger T Tannert M Theiler R Widmann USA T Williamson B Yeh

MEETING 43 AUSTRALIA K Crews L Daziel C Gerber T Gibney R Nestic DENMARK H J Larsen J Munch-Andersen FINLAND T Poutanen FRANCE C Faye F Rouger GERMANY S Aicher H J Blass M Frese R Görlacher P Schädle P Stapel T Uibel S Winter

ITALY A Ceccotti M Fragiacomo JAPAN M Yasumura NEW ZEALAND M Ardalany W Banks G Beattie H Morris P Moss J O'Neill A Palermo P Quenneville C Rodger F Scheibmair W Van Beerschoten A Buchanan D Carradine M Cusiel B Franke S Franke S Giorgini M Jamil J Jensen B Walford P Zarnami

SWEDEN R Crocetti J Schmid SWITZERLAND T Tannert THE NETHERLANDS A Jorissen UNITED KINGDOM R Harris USA T Skaggs B Yeh

Documents

1.1 Preface 2 1.2 Introduction 2 1.4 Proceedings ... - CIB … · 1.7 Participants per meeting 44 . ... CIB-W18 has also discussed general code questions and the development ... (CH)